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Article

Sustainable Autoclaved Aerated Concrete Production Strategies Using a Hybrid Discrete-Event Simulation and Machine-Learning Surrogate Framework

1
Department of Mathematical Sciences, The University of Texas at El Paso, El Paso, TX 79968, USA
2
Data Science Program, The University of Texas at El Paso, El Paso, TX 79968, USA
3
Institut de Recherche de la Construction (IRC), École Spéciale des Travaux Publics (ESTP), 28 Avenue du Président Wilson, 94230 Cachan, France
4
IRDL, UMR CNRS 6027, University of Bretagne Sud, 56100 Lorient, France
*
Author to whom correspondence should be addressed.
These authors contributed equally to this work.
Sustainability 2026, 18(15), 7860; https://doi.org/10.3390/su18157860
Submission received: 15 May 2026 / Revised: 5 July 2026 / Accepted: 21 July 2026 / Published: 3 August 2026

Abstract

Autoclaved Aerated Concrete (AAC) is a lightweight construction material with strong relevance for energy-efficient and modular building systems, but its production remains constrained by steam-curing energy demand and carbon-intensive binders. This challenge is increasingly important as the AAC sector targets net-zero pathways and as cement and lime remain major contributors to life-cycle emissions in AAC products. This study develops an optimization framework for sustainable AAC production that leverages machine-learning surrogates for discrete-event simulations. We first construct a discrete-event factory model that represents mix preparation, mould pouring and rising, cutting, autoclaving, unloading, and product handling. We then couple the simulation to a CO 2 e and cost model and generate 116,640 production scenarios. Machine-learning surrogate models are trained to predict total CO 2 e emissions, cost, and production time, and a gradient-based optimization procedure is used to identify operating strategies under different carbon, cost, time, and balanced priorities. The results show that, autoclaving time, electricity carbon intensity, and cement use are the two most important environmental levers. The carbon–cost and carbon-priority strategies produced the lowest predicted emissions, approximately 1292 kg CO2e, and selected the lowest electricity emission factor and cement mass considered in the design space, 0.05 kg CO2e/kWh and 400 kg, respectively. The time-priority strategy produced the shortest predicted production time but the highest predicted emissions and cost, demonstrating a clear carbon–cost–time trade-off under the model assumptions. The proposed framework provides a practical decision-support tool for AAC manufacturers to compare production strategies, quantify trade-offs, and identify lower-carbon operating regimes before implementation.

1. Introduction

Sustainable construction is now central to reducing the climate impact of the built environment, which accounts for a large share of global energy demand and energy- and process-related CO 2 emissions [1]. This creates strong pressure to develop construction materials that reduce embodied carbon while preserving performance, durability, affordability, and scalability. Autoclaved Aerated Concrete (AAC) is a lightweight mineral material with low density, dimensional stability, fire resistance, and strong thermal insulation, making it attractive for sustainable and modular building applications [2]. AAC is produced by mixing siliceous material, cement, lime, gypsum, water, and aluminum powder into a slurry, which expands through gas generation, forms a porous green cake, and is then pre-cured, cut, separated, and hardened in autoclaves under saturated steam at elevated temperature and pressure [3]. This steam-curing stage is essential for strength development and dimensional stability, but it is also one of the most energy-intensive factory operations. Therefore, AAC decarbonization requires attention to both upstream binder-related emissions, especially cement and lime, and operational emissions from steam generation and autoclaving [2,4]. Optimizing autoclave operation, electricity sourcing, heat demand, and binder use is consequently a practical pathway for reducing the carbon footprint of AAC production.
Life-cycle assessment (LCA) has been widely used to quantify the environmental performance of construction materials and to identify the production stages that dominate embodied impacts. For Autoclaved Aerated Concrete (AAC), existing LCA studies consistently show that environmental performance depends on both material inputs and factory operations. Ramagiri et al. [5] developed a cradle-to-gate LCA for autoclaved aerated fly ash and concrete block production in China using 1 m 3 of product as the functional unit. Their study identified fly ash slurry production, lime grinding, and steam curing as key process contributors. It also showed that cement, lime, and natural gas were the dominant material and energy contributors to overall environmental impact. These findings are important because they connect AAC emissions to both binder production and autoclave-related thermal demand.
Other studies extend AAC assessment beyond factory-gate production. Reyes-Quijije et al. [6] evaluated aerated concrete blocks in a building case study in Guayaquil, Ecuador, and compared them with conventional masonry materials. Their analysis linked material choice to structural weight reduction and environmental performance at the building scale. Fouad et al. [7] examined the environmental performance of AAC in the United States and emphasized its potential as a lower-impact wall material when assessed against conventional alternatives. At the sector level, the European Autoclaved Aerated Concrete Association reported that most cradle-to-grave AAC emissions arise from cement and lime production, while AAC manufacturing itself contributes a smaller but still operationally relevant share [2]. This distinction is central for decarbonization because raw-material substitution and factory energy optimization target different parts of the life cycle.
Recent LCA work has also addressed circularity and alternative raw materials. Volk et al. [8] assessed post-demolition AAC recycling options and found that closed-loop recycling into new AAC production can improve environmental performance compared with landfilling. This supports circular-economy strategies for reducing primary raw-material demand. Emerging studies further investigate alternative silica or ash sources, including municipal solid-waste incineration fly ash, high-volume fly ash, and tailings sand, while combining mechanical performance with environmental assessment [9,10]. These studies show that AAC decarbonization cannot be reduced to a single intervention. It requires coordinated changes in binders, energy supply, autoclave operation, recycling pathways, and production planning.
Overall, the LCA literature provides a clear foundation for AAC sustainability assessment. It identifies cement and lime as major embodied-emission drivers and steam curing as a key factory-stage energy demand. However, most existing studies evaluate fixed production scenarios or compare material alternatives. Fewer studies connect LCA-style emission accounting with dynamic factory simulation, machine-learning surrogates, and optimization. The present work addresses this gap by coupling a discrete-event AAC production model with CO 2 e and cost calculations, generating a large simulation dataset, and using surrogate-guided optimization to evaluate carbon-, cost-, time-, and balanced operating strategies.
Discrete-event simulation methods provide a rigorous framework for representing complex construction-material production systems. They capture individual production entities, finite-capacity resources, queues, transport operations, and local interactions that generate system-level behaviour. This is important for AAC manufacturing because production performance depends on coordinated movement through mixing, mould filling, rising, cutting, autoclaving, unloading, and storage. Discrete-event simulation has been widely used in construction to study decentralized interactions, dynamic operations, productivity, logistics, and resource allocation [11,12]. Multi-agent and agent-based manufacturing models are also increasingly used to represent smart production systems because they can capture distributed decisions, autonomous resources, and adaptive coordination [13]. In the AAC context, this modelling strategy allows the factory to be evaluated as an integrated production system rather than as isolated process steps.
Artificial intelligence extends this simulation capacity by learning fast predictive models from simulated or observed production data. Machine-learning models can approximate the relationship between production settings, material use, energy demand, CO 2 e emissions, cost, and completion time. These surrogate models reduce the computational cost of scenario analysis and make optimization feasible over large design spaces. Indeed, the optimization of discrete and non-differentiable systems represents a fundamental challenge in operations research and machine learning. Classical gradient-based methods, such as stochastic gradient descent, cannot be directly applied to problems involving discrete variables or discontinuous decision functions. The straight-through estimator (STE), introduced by Bengio et al. [14], provides an elegant solution to this issue: during backpropagation, the derivative of the non-differentiable function is replaced with a smooth approximation (typically the identity function or a soft sigmoid), while maintaining discrete values during the forward pass.
Recent reviews show that AI is increasingly used in construction materials to support mixture design, property prediction, process optimization, durability assessment, sustainability analysis, and quality control [15]. We illustrate this in this work, with discrete-event simulations that preserve the operational and sequential dynamics of AAC production, while machine learning accelerates prediction and optimization. The resulting hybrid framework supports practical decision making by identifying lower-carbon, cost-aware, and time-efficient operating strategies before implementation in the physical factory.
More broadly, digital technologies are reshaping manufacturing by converting production lines into measurable, adaptive, and decision-oriented systems [16]. In construction-material manufacturing, this shift is especially important because production quality, energy demand, and carbon intensity depend on tightly coupled process variables, including material dosing, curing conditions, equipment utilization, and production scheduling [17]. Industry 4.0 tools, including sensors, data platforms, simulation, digital twins, and automated control, make it possible to track these variables across the production line and evaluate operational changes before implementing them in the factory [18,19]. For AAC production, such tools can support the systematic assessment of autoclave operation, steam demand, electricity sourcing, binder use, throughput, and cost. They therefore provide a practical pathway for linking productivity targets with decarbonization objectives.
In this work, we develop an integrated simulation and machine-learning framework for AAC production. We consider a discrete-event factory model, couple it to carbon-emission and cost calculations, and use the generated simulation data to train surrogate models that rapidly predict CO 2 e emissions, production cost, and completion time. The trained surrogate is then used to identify operating strategies under carbon-focused, cost-focused, time-focused, and balanced objectives. Using this framework, we identify the strategies that minimize carbon emissions, while also reducing the cost and time required for batch production. This framework provides a practical decision-support tool for AAC manufacturers. It allows production strategies to be tested computationally, trade-offs to be quantified before implementation, and lower-carbon operating regimes to be identified without disrupting factory operations.

2. Materials and Methods

2.1. Problem Description: Autoclaved Aerated Concrete Production Process

Autoclaved Aerated Concrete (AAC) is a lightweight precast construction material produced in a controlled industrial environment. Its cellular structure results from the reaction of aluminum powder within an alkaline cementitious slurry, which generates gas bubbles and expands the fresh mixture. The expanded material is then pre-cured, cut to the required dimensions, and hardened under saturated steam in autoclaves. This sequence gives AAC its characteristic low density, dimensional accuracy, and mechanical stability.
The AAC factory is a sequential manufacturing system. Material flows from raw-material preparation to mixing, casting, rising, cutting, separation, autoclaving, unloading, and palletizing. These stages are standard in industrial AAC production and are also the main stages represented in the considered AnyLogic AAC factory model [20,21]. The model follows production from raw materials to pallets of concrete blocks and supports analysis of factory capacity, waiting times, and resource utilization.
The production system includes the following main components:
  • Raw-material preparation: Sand or other siliceous materials, cement, lime, gypsum, water, and aluminum powder are stored, prepared, and dosed. Accurate dosing controls slurry composition, aeration, density, and product quality.
  • Mixing and mould pouring: The ingredients are mixed into a homogeneous slurry and poured into moulds. Aluminum powder initiates gas generation, which expands the mixture and forms the porous internal structure of AAC.
  • Rising and pre-curing: Filled moulds are transferred to a rising area. The cake expands and gains sufficient stiffness for demoulding and cutting. This stage controls the transition from fluid slurry to stable green cake.
  • Cutting and separation: The green cake is demoulded and cut into blocks or panels. The cut elements are then separated and prepared for autoclave loading. This stage determines dimensional accuracy and strongly affects downstream flow.
  • Autoclaving: Cut elements are loaded into autoclaves and cured under saturated steam. Autoclaving promotes the formation of calcium-silicate-hydrate phases, including tobermorite, which contribute to strength, rigidity, and durability [22].
  • Handling, unloading, and palletizing: Moulds, cakes, hardening cars, cranes, trolleys, and pallets move material between stations. After curing, products are unloaded, stacked, palletized, and transferred to storage or shipment.
The process begins with raw-material preparation and slurry mixing. The slurry is poured into moulds, where aeration produces volume expansion. After rising and pre-curing, the green cake is demoulded, cut, separated, and loaded onto hardening cars. The elements are then autoclaved, unloaded, palletized, and stored as finished AAC products.
From a modelling perspective, the AAC factory can be represented as a discrete-event production system. Each mould, cake, hardening car, or pallet is treated as an entity moving through a network of processing stations. Each station has finite capacity, processing time, queueing behaviour, and resource requirements. The model therefore captures both the physical sequence of production and the operational constraints that govern factory performance.
The main objective of the simulation is to evaluate and improve production performance. Relevant outputs include throughput, cycle time, queue length, waiting time, station utilization, autoclave occupancy, idle time, and the number of finished pallets produced over a planning horizon. These indicators make it possible to identify bottlenecks, test alternative resource allocations, assess transport and handling constraints, and quantify the effect of changes in processing times or factory layout. Figure 1 illustrates the simplified AAC production flow considered in this study.
The AAC production line is highly interdependent. A capacity limitation at one station can propagate through the entire factory. Limited autoclave availability can create queues after cutting. Slow mould circulation can reduce casting productivity. Insufficient handling capacity can increase idle time at otherwise productive stations. Therefore, local improvements must be evaluated at the system level.

2.2. Simulation Design

The AAC production system was implemented as a discrete-event manufacturing simulation in AnyLogic. The model follows the logic of the publicly available AnyLogic Cloud AAC factory model, which represents concrete production from raw materials to finished products through mix preparation, mould pouring, rising, cutting, separation, autoclaving, and unloading [20]. This structure is consistent with manufacturing simulation practice, where process models support capacity analysis, bottleneck identification, resource allocation, and safe evaluation of operational changes before implementation.
The public AnyLogic AAC factory model was used as the operational backbone for representing the main production flow, including slurry preparation, mould pouring, rising, cutting, autoclaving, unloading, and product movement. The original template primarily supports production-flow visualization, capacity analysis, and operational assessment. In this study, we extended this template into a sustainability-oriented decision-support model by adding stage-level CO 2 e accounting, electricity and thermal-energy calculations, material-emission calculations, production-cost calculations, parameter-variation routines, structured data export, and downstream machine-learning and optimization modules.
These modifications were introduced to make the simulation suitable for carbon and cost evaluation. The added emission module links each production stage to electricity use, thermal-energy demand, and material-related CO 2 e emissions. The cost module links material, electricity, and heat consumption to production cost. The parameter-variation and data-export routines allow thousands of alternative production configurations to be evaluated systematically. These extensions convert the public production-flow template into a framework for comparing AAC operating strategies, quantifying carbon–cost–time trade-offs, and identifying lower-carbon production regimes before implementation in a physical plant.
The simulation is organized around the Main agent. This agent contains the production stages, material-handling resources, routing blocks, storage elements, state variables, and data-export functions. The model tracks the movement of AAC cakes, moulds, trolleys, cranes, platforms, and autoclave resources through the production line. It also records production time, resource use, energy consumption, CO 2 e emissions, and cost. The structure therefore links operational behaviour to sustainability metrics within a single simulation environment.

2.2.1. Production-Flow Components

Table 1 summarizes the main production-flow components embedded in the Main agent. These components define the transformation of raw slurry into finished AAC products.
These production-flow components reproduce the main AAC manufacturing sequence. The slurry is prepared, poured into moulds, allowed to rise, cut in the green state, separated, cured in autoclaves, unloaded, and moved out of the system. The model abstracts the detailed chemistry of AAC formation. It focuses on process timing, resource constraints, queueing, and throughput.

2.2.2. Material-Handling and Transport Components

Table 2 summarizes the handling and transport components. These elements move cakes, moulds, platforms, and cured products between production stations.
The handling structure captures the fact that AAC production is not only a sequence of processing steps. It is also a material-flow system. Mould circulation, crane availability, trolley movement, and routing delays can create congestion and reduce effective capacity. The simulation therefore evaluates both processing resources and internal logistics.

2.2.3. Control, Queueing, and Decision Components

Table 3 summarizes the control and queueing components. These blocks regulate flow, waiting, and routing decisions.
These components provide the logic required for discrete-event control. They ensure that entities advance only when resources, capacity, and process conditions allow. This is essential for representing finite-capacity manufacturing systems.

2.2.4. Model Functions

The model includes four main functions for emission calculation, data recording, dataset generation, and export. Table 4 summarizes their roles.
These functions convert the simulation from a process-animation model into a data-generating decision-support model. They allow each simulated configuration to be evaluated using operational, economic, and environmental outputs.

2.2.5. Model Parameters

The model uses four parameter groups: capacity parameters, process-time and speed parameters, energy and emission parameters, and cost and production-horizon parameters. Table 5 summarizes the main capacity parameters.
Capacity parameters determine whether the line can maintain flow under different production scenarios. They directly affect queue length, idle time, utilization, and throughput. The model records variables that describe process time, energy use, emissions, cost, production output, and run identification. Table 6 summarizes the main time and production variables.
These variables link factory operation to sustainability outcomes. They allow the model to identify which stages dominate energy use and carbon footprint. The resulting simulation design provides a complete computational representation of AAC production. It combines process flow, resource constraints, material handling, energy accounting, emission accounting, cost accounting, and dataset generation. This structure enables systematic comparison of production scenarios and provides the basis for surrogate modelling and optimization.

2.3. CO2e Emission Model for AAC Production

We developed a stage-based CO 2 e emission model for Autoclaved Aerated Concrete (AAC) production. The model links the discrete-event factory simulation to material use, electricity demand, thermal-energy demand, production output, and project-level carbon footprint. It estimates emissions for each simulated production scenario and supports direct comparison of alternative operating policies.
The system boundary covers factory production from raw-material preparation to finished AAC products. The modelled stages include mix preparation, mould pouring and rising, cutting and separation, autoclaving, handling, unloading, and palletizing. This boundary captures the main operations represented in the simulation and the main production-related emission sources: embodied raw-material emissions, electricity use, and thermal energy for steam curing.
AAC emissions arise from two principal sources [23]. The first source is upstream material production, especially cement and lime. These materials have high carbon intensity because their production requires substantial energy input and includes process emissions from calcination. The second source is factory operation, especially autoclaving, which requires saturated steam at elevated temperature and pressure. Previous AAC life-cycle evidence indicates that cement and lime account for most AAC life-cycle emissions, while manufacturing contributes a smaller but operationally important share [2]. Electricity emission factors may be specified using national or regional grid factors, including the IEA emission-factor database [24]. Thermal-energy factors may be defined from the fuel used to generate steam following stationary-combustion accounting methods [25].
All process times generated by the simulation are recorded in minutes and converted to hours for energy calculations. Electrical power is expressed in kW, thermal power in kW th , electrical energy in kWh, thermal energy in kWh th , and emissions in kg CO 2 e.

2.3.1. Stage 1: Mix Preparation

The mixing stage combines silica slurry, cement, lime, aluminum powder, and water using electrically powered mixers. Emissions arise from electricity consumption and embodied material emissions. The electrical energy consumed during mixing is
Q mix , el = P mix · T mix 60 .
The corresponding electricity-related emissions are
E mix , el = E F el · Q mix , el .
Material-related emissions are computed from input masses and emission factors:
E mix , mat = W cement · E F cement + W lime · E F lime + W al · E F al .
The total emissions from mix preparation are
E mix = E mix , el + E mix , mat .
Electricity emission factors are obtained from the IEA database [24]. Cement emissions are based on Andrew [23]. Lime emissions follow IPCC methodology [25]. Aluminum emissions are derived from the ecoinvent database [26].

2.3.2. Stage 2: Mould Pouring and Rising

During mould pouring and rising, the AAC mixture undergoes aeration and controlled thermal conditioning. This stage requires electrical and thermal energy. Electrical energy consumption is
Q rise , el = P rise , el · T rise 60 .
Thermal energy consumption is
Q rise , heat = P rise , heat · T rise 60 .
The associated electricity-related emissions are
E rise , el = E F el · Q rise , el .
The associated thermal-energy emissions are
E rise , heat = E F heat · Q rise , heat .
The total emissions from rising are
E rise = E rise , el + E rise , heat .
Heat emission factors are based on IPCC guidelines [25].

2.3.3. Stage 3: Cutting

Once the AAC cake reaches sufficient stiffness, electrically powered cutting machines divide it into blocks or panels. The electrical energy consumed during cutting is
Q cut , el = P cut · T cut 60 .
The corresponding emissions are
E cut = E F el · Q cut , el .

2.3.4. Stage 4: Autoclaving

Autoclaving is the most energy-intensive production stage. It uses high-pressure steam curing and auxiliary electrical equipment. Electrical energy consumption during autoclaving is
Q auto , el = P auto , el · T auto 60 .
Thermal energy consumption during autoclaving is
Q auto , heat = P auto , heat · T auto 60 .
The electricity-related emissions are
E auto , el = E F el · Q auto , el .
The thermal-energy emissions are
E auto , heat = E F heat · Q auto , heat .
The total emissions from autoclaving are
E auto = E auto , el + E auto , heat .

2.3.5. Total Production Emissions

The total production carbon footprint per AAC cake is obtained by summing emissions across the modelled production stages:
C F prod = E mix + E rise + E cut + E auto .
This quantity is the main emission output of the production model. It allows direct comparison of simulated scenarios and quantifies how production timing, energy demand, material use, and autoclave operation affect the carbon footprint of AAC manufacturing.

2.3.6. Cost Model

The production cost per AAC cake is decomposed into material, electricity, and thermal-energy costs. Material cost is
C mat = c cement W cement + c lime W lime + c al W al .
Electricity cost is
C el = c el Q mix , el + Q rise , el + Q cut , el + Q auto , el .
Thermal-energy cost is
C heat = c heat Q rise , heat + Q auto , heat .
The total production cost per AAC cake is
C total = C mat + C el + C heat .
In the baseline simulation, the cost terms are computed from material use, electricity demand, and thermal-energy demand, and therefore do not by themselves imply that higher total cost reduces autoclaving duration. For the post-processing trade-off analysis, we introduce the hypothesis that shorter autoclaving cycles require additional curing-related process intensification cost, representing higher steam intensity, auxiliary energy use, process control, or quality-assurance effort needed to maintain product quality under reduced curing time.
C acc = η T auto , max T auto ,
C total * = C total + C acc ,
where C acc is the acceleration cost, T auto , max is the longest autoclaving duration in the design space, T auto is the selected autoclaving duration, and  η is the acceleration-cost coefficient.

2.3.7. Project-Level Scaling

Let B day denote the number of batches produced per day and D sim the number of simulated production days. The total number of batches produced over the study horizon is
N batches = B day · D sim .
The total project-level carbon footprint is
C F project = C F prod · N batches .
The total project-level production cost is
C project = C total · N batches .
These project-level quantities place all scenarios on a common planning horizon. They support sustainability-oriented optimization by linking production decisions to carbon footprint, cost, and operational performance. The added CO 2 e emission parameters are provided in Table 7. To facilitate result interpretation and reduce the computational time associated with data generation, we assume that all emission factors and process-associated costs are constant.

2.4. Data Generation

We generated the dataset through a large-scale parameter-variation experiment. The experiment used the discrete-event AAC factory model to evaluate how production capacity, resource allocation, process timing, electricity intensity, and cement use affect operational, economic, and environmental outcomes. We conducted 116,640 simulation runs. The parameter-variation experiment generated 116,640 simulation records through full factorial enumeration of all admissible parameter combinations, corresponding to 8 × 5 × 3 × 4 × 3 × 3 × 3 × 9 candidate settings. The full simulation experiment was executed on an Apple M4 processor and completed in approximately 4.845 h. Training the four surrogate models required only a few additional minutes on the same hardware. Therefore, the upfront computational cost is modest for implementation on a standard modern workstation.
After training, the surrogate models predict CO 2 e emissions, production cost, and production time almost instantly for new candidate configurations. This makes the framework suitable for rapid scenario screening and operational decision support without repeatedly running the full discrete-event simulation. Model updating depends on the surrogate class. The TensorFlow neural-network surrogate can be updated incrementally by resuming training from the existing weights when new simulation runs or factory data become available. In contrast, the standard Random Forest and Gradient Boosting models used in this study do not support incremental updating in the same form and generally require retraining when new data are added. Future work should explore online-learning and Bayesian surrogate approaches to support efficient updating as plant-specific operational data become available.

2.4.1. Parameter-Variation Experiment

The experiment varied eight input parameters (Table 8). These parameters represent factory capacity, material flow, autoclave operation, electricity-emission intensity, and cement use. The selected ranges define a broad but operationally plausible design space for evaluating production performance and sustainability trade-offs.
The parameter ranges in Table 8 were selected to define a controlled and computationally tractable design space for the public AAC factory simulation. They were chosen to vary the main operational and sustainability-related levers represented in the model, including storage capacity, mould availability, traverse speed, autoclave quantity, autoclaving time, electricity carbon intensity, and cement mass. These ranges should not be interpreted as covering all possible AAC manufacturing plants or equipment configurations. Instead, they provide a scenario-screening space for evaluating the proposed simulation–surrogate–optimization workflow. In practical deployment, the admissible values could be recalibrated using plant-specific operational data, equipment limits, product geometry, curing requirements, and site-specific production constraints. Storage size controls buffering capacity. Mould quantity controls casting and circulation capacity. Traverse speeds control internal transport performance. Autoclaving time and autoclave quantity control the dominant batch-curing bottleneck. The parameter efElectricity represents the carbon intensity of electricity. The parameter wCement corresponds to the cement mass used in the mixing and moulding.

2.4.2. Fixed Parameters

All other parameters were held fixed to isolate the effect of the varied inputs. The fixed parameters define the baseline production technology, process times, energy demands, unit costs, production horizon, and autoclave efficiency.
The fixed parameters in Table 9 were taken from the public AnyLogic AAC factory template or specified as controlled baseline assumptions within that simulation environment. They were not calibrated from measurements from a specific industrial AAC facility. These values provide a consistent reference configuration for scenario screening and allow the analysis to isolate the effects of the varied parameters. Therefore, the results should be interpreted as model-based comparisons within the defined simulation design space rather than as direct predictions for a particular plant.
The representativeness of these baseline values must be verified through plant-specific calibration. In practical deployment, fixed process times, equipment speeds, resource capacities, downtime patterns, throughput, and energy-use parameters should be replaced or adjusted using measured factory operational data. Such calibration would allow the framework to better reflect site-specific AAC production conditions and improve confidence in its use as an industrial decision-support tool.

2.4.3. Dataset Generation Procedure

The dataset was generated dynamically through an event-driven process. Each simulation run initialized the AAC factory with one parameter configuration. The model then advanced through production events, including casting, rising, cutting, separation, autoclave loading, curing, unloading, and storage. Each completed cake generated one record containing the input parameters, time variables, energy consumption, emissions, and cost.
For each completed cake, the model recorded the production state and computed derived outputs using the emission and cost equations defined in Section 2.3. The recorded variables included processing times, electricity use, thermal-energy use, material-related emissions, stage-level emissions, total production carbon footprint, and production cost.
This procedure produced a structured simulation dataset with 116,640 runs. The dataset links controllable production decisions to operational performance, cost, and carbon footprint. It therefore provides the empirical basis for identifying influential parameters, quantifying sustainability trade-offs, and optimizing AAC production under realistic factory constraints.
Lime and gypsum quantities were held fixed in the baseline simulation because the main experiment focused on controllable variation in cement use, electricity carbon intensity, autoclaving time, and production-capacity parameters. Appendix A shows that lime enters the emission model additively and linearly over the tested range, while gypsum was not varied and is therefore identified as a limitation for future plant-specific sensitivity analysis.

2.5. Machine-Learning Surrogate Modelling

We trained machine-learning surrogate models to approximate the outputs of the AAC discrete-event simulation. The surrogate models map production, resource, energy, and emission parameters to three response variables: total CO 2 e emissions, total production cost, and total actual production time. The complete simulation dataset generated from the experiment was divided into training and test subsets. We used 70% of the observations for model training and 30% for out-of-sample testing. The test set was not used during training. It provides an independent assessment of surrogate accuracy on unseen production configurations.
We trained four regression algorithms: a linear regressor, a Random Forest with 100 decision trees [27], a Gradient Boosting algorithm with 100 estimators [28], and an artificial neural network (ANN). These algorithms represent complementary surrogate classes. Linear regression provides an interpretable baseline. Random forest and Gradient Boosting capture nonlinear interactions between production parameters. The neural network provides a flexible nonlinear approximation model. The ANN comprises a series of dense layers and three outputs. The most accurate architecture was determined through trial and error by increasing the number of nodes and layers until good accuracy was achieved while preventing overfitting. The hidden layers consist of 32 × 16 nodes. Dropout was not used because the training data were generated from a deterministic discrete-event simulation. The target variables were computed from controlled input parameters and explicit accounting equations, rather than from noisy experimental measurements. Consistent with this structure, the validation loss closely followed the training loss and showed no visible evidence of overfitting. The ANN architecture was selected through preliminary testing of candidate layer sizes rather than a formal hyperparameter search. Given the deterministic and structured nature of the simulation-generated data, this level of tuning was sufficient for stable convergence and high predictive accuracy.
The ReLU activation function was used for all nodes in the hidden layers [29]. The Adam optimization algorithm was used to fit the weights of the nodes [30]. A learning rate of 0.00005 was chosen to balance learning speed and convergence stability. Early stopping was applied with patience = 10 and restoration of the best weights. Training stopped at epoch 14 out of a maximum of 100 epochs, indicating that the model stopped once validation performance no longer improved. The scikit-learn library was used for the implementation and training of the algorithms [31], except for the artificial neural network which was implemented using TensorFlow [32].
Model accuracy was evaluated using mean absolute error (MAE), mean squared error (MSE), root mean squared error (RMSE), and the coefficient of determination R 2 . For observed outputs y i , predicted outputs y ^ i , sample mean y ¯ , and test-set size n, the metrics are defined as
MAE = 1 n i = 1 n | y i y ^ i | .
MSE = 1 n i = 1 n ( y i y ^ i ) 2 .
RMSE = 1 n i = 1 n ( y i y ^ i ) 2 .
R 2 = 1 i = 1 n ( y i y ^ i ) 2 i = 1 n ( y i y ¯ ) 2 .
Lower MAE, MSE, and RMSE indicate smaller prediction errors. Higher R 2 indicates stronger agreement between predicted and simulated outputs. Figure 2 shows that the training and validation losses decrease rapidly and then stabilize at low values. The close agreement between the two curves indicates stable training with no visible divergence between training and validation error. The training loss starts at approximately 0.72, while the validation loss starts at approximately 0.43. Both losses approach near-zero values by epoch 5 and then stabilize at a low MSE of approximately 0.01. This pattern indicates rapid learning of the dominant input–output structure in the simulation-generated dataset.
The validation loss remains close to the training loss throughout training. This behaviour provides no evidence of overfitting. The slightly lower validation loss during the early epochs is not problematic. It can occur when the validation subset is easier to predict, or when validation is evaluated under inference-mode settings rather than training-mode settings. This distinction is relevant for models using normalization layers, since batch-normalized networks can behave differently during training and inference. The small residual plateau after epoch 5 is consistent with the remaining prediction error observed in the actual-versus-predicted plots.
Table 10, Table 11 and Table 12 report test-set performance for the three response variables. The surrogate models reproduced the simulation outputs with high accuracy on the held-out test set. Random forest achieved the lowest error for total CO 2 e emissions and total production cost. Linear regression achieved the lowest error for total actual production time, indicating that this response is nearly linear over the explored design space. Gradient Boosting also provided strong predictive performance across all outputs. The neural network achieved high R 2 values but larger absolute errors than the other models for these structured simulation-derived targets.
The near-perfect accuracy reflects the deterministic structure of the generated dataset. Total cost, total CO 2 e emissions, and total actual time are computed from controlled simulation inputs and explicit accounting equations. The surrogate models therefore learn stable input–output mappings rather than noisy empirical relationships. This result supports their use as fast emulators for optimization and scenario analysis. The surrogate models do not replace validation with physical production data. They provide a computational layer for exploring the simulated design space and identifying high-performing AAC production strategies for further evaluation. Because the targets are deterministic functions of the simulated inputs and explicit accounting equations, the surrogate is intended to emulate the full simulation-accounting pipeline at low computational cost rather than to infer a noisy empirical law.

2.6. Straight-Through Estimator Optimization

After training the artificial neural network surrogate model, we used it as a differentiable proxy for the AAC discrete-event simulation. The surrogate maps each candidate production configuration to three predicted outputs: total CO 2 e emissions, total production cost, and total actual production time. This enables gradient-based optimization without repeatedly executing the full simulation.
The optimization problem includes discrete input parameters. Examples include autoclaving time, mould quantity, storage size, traverse speed, and autoclave quantity. These variables take values from finite sets defined in the experiment. Standard gradient descent cannot be applied directly to hard discrete choices. We therefore used a straight-through estimator (STE), which allows hard selections in the forward pass while passing approximate gradients during backpropagation [14].
For a given candidate configuration, the surrogate predicts the normalized outputs y ^ CO 2 * , y ^ cost * , and  y ^ time * . The optimization minimizes the weighted objective
L = α y ^ CO 2 * + β y ^ cost * + γ y ^ time * + σ P .
Here, α , β , and  γ are user-defined objective weights with
α + β + γ = 1 ,
and σ is a parameter which determines the weight of enforced penalties. The gradient-based optimization procedure was selected because the trained artificial neural network provides a differentiable surrogate of the AAC simulation. This allows the optimizer to evaluate many candidate production strategies at low computational cost, without repeatedly executing the full discrete-event factory model. The approach is well suited to the present problem because the objective combines multiple predicted outputs, including CO 2 e emissions, production cost, and production time. Once these outputs are approximated by a differentiable surrogate, gradients can be used to efficiently identify operating configurations that improve the weighted objective.
The production design space includes both nonlinear relationships and discrete decision variables. Nonlinearities arise from interactions among process duration, energy demand, material use, and emission factors. Discreteness arises because several operating variables can only take finite admissible values, including autoclaving time, mould quantity, storage capacity, traverse speed, and autoclave quantity. Standard gradient descent cannot directly optimize such hard discrete choices. We therefore used a straight-through estimator (STE). In the forward pass, the optimizer selects valid discrete parameter values from the admissible set. During backpropagation, gradients are passed through the underlying soft probability representation of each choice. This formulation preserves feasible production settings while enabling gradient-based optimization over a discrete manufacturing design space.

Discrete-Choice Straight-Through Estimator

Although several output variables are computed deterministically once a simulation run is completed, the full AAC production model is not a simple closed-form analytical function of the input parameters. The discrete-event simulation includes finite-capacity resources, routing logic, queues, waiting times, and discrete production decisions. These mechanisms determine operational outputs such as production time, resource use, and process-level energy demand before the emission and cost equations are applied. Therefore, direct analytical optimization of the accounting equations alone would not capture the full simulation-accounting pipeline.
Although Random Forest and linear regression achieved the smallest test errors for some outputs, we used the ANN in the optimization stage because it provides a differentiable surrogate compatible with the straight-through estimator. The ANN was therefore selected on methodological grounds rather than solely on predictive rank. Each discrete decision variable was represented by a vector of learnable logits. At each optimization step, the logits were transformed into softmax probabilities. The forward pass selected a hard discrete value using the largest probability. The backward pass used the soft probabilities to propagate gradients to the logits. This makes the optimization differentiable while preserving valid discrete decisions in the forward model.
The ANN surrogate was used because it provides a differentiable approximation of this complete pipeline. This differentiability enables gradient-based optimization of the weighted objective and allows the straight-through estimator to handle discrete production variables. During the forward pass, the optimizer selects valid discrete values from the admissible production settings. During backpropagation, gradients are passed through the corresponding soft probability representation. Thus, the ANN layer is not intended to replace known emission or cost equations. Its role is to convert a discrete and non-differentiable simulation workflow into a differentiable surrogate that can be optimized efficiently.
For each discrete parameter, the optimizer assigns a probability to every admissible value. During the forward pass, the model selects the value with the highest probability and evaluates the surrogate using this hard choice. During backpropagation, the straight-through estimator passes gradients through the underlying probability vector, which allows gradient-based optimization despite the discrete design space [14]. Let p be the softmax probability vector and let e hard be the one-hot vector associated with the selected value. The STE representation is
e ˜ = e hard stop _ gradient ( p ) + p .
The selected parameter value is
x = j e ˜ j v j ,
where v j denotes the admissible values of the parameter. For example, autoclavingTime is selected from { 50 , 80 , 110 , 140 } min. The softmax temperature was set to τ = 0.75 . This value provides a practical balance between exploration and discrete selection. Lower temperatures produce sharper choices. Higher temperatures keep the probability distribution smoother and increase exploration. Here, the STE implementation used a single softmax temperature, τ = 0.75 , for both the forward discrete selection and the backward gradient approximation. We did not tune separate forward and backward temperatures, τ f and τ b , because the present optimization problem involved a relatively small finite design space and deterministic surrogate outputs. The single-temperature formulation provided stable optimization behaviour while keeping the implementation transparent and reproducible. Decoupling τ f and τ b may improve performance in larger or more complex discrete optimization settings, but benchmarking alternative STE temperature schemes was outside the scope of this study. Future work should evaluate whether separate forward and backward temperatures improve convergence, robustness, or solution quality for plant-specific AAC optimization problems. The STE implementation and optimization study was conducted using Tensorflow [32].

3. Results

3.1. Data Exploration and Feature Importance

The Section 3 first characterizes the simulation-generated dataset and identifies the main drivers of model outputs. We then evaluate how different optimization priorities affect predicted CO 2 e emissions, production cost, and production time. Finally, we examine the selected operating settings behind these outcomes to identify practical levers for lower-carbon AAC production. Together, these analyses connect the input design space, surrogate-model behaviour, and optimized production strategies.
We begin by examining the simulation dataset using correlation analysis and Random Forest feature importance. Reported CO 2 e and cost values correspond to one completed simulated production run, and production time denotes the total completion time of that run. The correlation matrix evaluates pairwise linear associations between variables. Correlation coefficients range from 1 to 1, where values near 1 indicate strong positive association, values near 1 indicate strong negative association, and values near 0 indicate weak linear association [33]. Figure 3a shows the correlation matrix for the raw input parameters and output variables. The design variables show weak correlations with each other, which confirms that the simulation varied the main inputs independently. The total CO 2 e emissions, total production cost, and total actual production time show strong positive associations with autoclaving time. They also show strong positive associations with each other. This result is consistent with the production logic of AAC manufacturing. Longer autoclaving increases processing time and energy demand, which directly affects emissions and cost.
Figure 3b shows the Random Forest feature-importance scores [34]. Autoclaving time is the dominant predictor, contributing approximately 67% of total importance. Electricity emission factor is the second most influential variable, contributing approximately 27%. Cement mass contributes approximately 5%. Storage capacity, mould quantity, autoclave traverse speed, and the number of autoclaves show negligible importance under the tested conditions.
These results provide a clear interpretation of the simulation dataset. Output variation is driven mainly by autoclaving time, electricity carbon intensity, and cement use. These variables correspond to the main mechanisms in the model: steam-curing duration, electricity-related emissions, and material-related emissions. The analysis therefore identifies the primary levers for surrogate modelling, scenario analysis, and optimization.

3.2. Sustainable, Cost-Effective, and Time-Efficient AAC Production Strategies

We consider seven representative strategies defined as follows: balanced strategy, with equal priority assigned to carbon footprint, cost, and time ( α = β = γ = 1 / 3 ) ; carbon-priority strategy, with full priority assigned to carbon footprint ( α = 1 ) ; cost-priority strategy, with full priority assigned to cost ( β = 1 ) ; time-priority strategy, with full priority assigned to production time ( γ = 1 ) ; carbon–cost strategy, with equal priority assigned to carbon footprint and cost ( α = β = 0.5 , γ = 0 ) ; carbon–time strategy, with equal priority assigned to carbon footprint and production time ( α = γ = 0.5 , β = 0 ) ; and cost–time strategy, with equal priority assigned to cost and production time ( β = γ = 0.5 , α = 0 ) .
The seven optimization strategies use predefined weights to represent different decision preferences, including carbon-priority, cost-priority, time-priority, and balanced operating objectives. These weights are therefore not unique or fully objective; they provide interpretable scenarios for comparing how different priorities influence the selected AAC production strategy. The weighted formulation is useful for decision support because it converts the multi-objective problem into a single scalar objective, but it does not replace a full Pareto analysis.
Before comparing the optimization outcomes, we summarize the seven decision strategies used in the analysis. Each strategy assigns a different weight to CO 2 e emissions, production cost, and production time, allowing the optimizer to evaluate single-objective, dual-objective, and balanced production priorities. Table 13 summarizes the coefficients considered for each of the considered seven strategies.
We compare the predicted outcomes obtained under seven decision strategies. Each strategy assigns a different priority to carbon footprint, production cost, and production time. This weighting approach converts the multi-objective problem into a single composite objective, while recognizing that the selected solution depends on the assigned priorities. Figure 4 summarizes the ranked ANN-predicted optimal outcomes.
Figure 4a shows the ANN-predicted CO 2 e emissions. The Carbon + Cost and Carbon Priority strategies produce the lowest predicted emissions, approximately 1291.82 and 1291.83 kg CO 2 e, respectively. The Cost Priority strategy gives an intermediate value of approximately 1555.96 kg CO 2 e, followed by the Balanced and Carbon + Time strategies, both near 1651 kg CO 2 e. The Cost + Time strategy yields a substantially higher value of approximately 2188.18 kg CO 2 e, while the Time Priority strategy produces the highest predicted emissions, approximately 3093.30 kg CO 2 e. This pattern indicates that strategies with explicit carbon weighting substantially reduce predicted emissions, whereas prioritizing time alone shifts the solution toward a much higher-carbon operating regime.
Figure 4b shows the ANN-predicted production cost. The Carbon + Cost, Carbon Priority, and Cost Priority strategies produce the lowest predicted costs, with values near 412 currency units. The Balanced, Carbon + Time, and Cost + Time strategies form an intermediate group near 460 currency units. The Time Priority strategy gives the highest predicted cost, approximately 695.22 currency units. Therefore, the ranking of cost follows a similar structure to the emission outcome: strategies that include carbon or cost objectives remain in the lower-cost region, whereas the Time Priority strategy substantially increases predicted cost. This result is consistent with the reworked trade-off formulation, in which shorter or more accelerated production can require higher process-intensification cost.
Figure 4c shows the ANN-predicted reworked production time. The Time Priority strategy yields the lowest predicted reworked time, approximately 209.23 min. The Cost + Time, Carbon + Time, and Balanced strategies follow closely, with predicted times near 212.45–212.46 min. In contrast, the Cost Priority, Carbon Priority, and Carbon + Cost strategies produce the highest predicted reworked times, approximately 237.62 min. This ranking indicates that strategies emphasizing time select faster configurations, while strategies emphasizing carbon or cost accept longer reworked production times. Therefore, the reworked formulation introduces a clearer cost–time trade-off than the original simulation output, where production time was largely determined by autoclaving duration and fixed baseline process times.
The strategy comparison shows that carbon footprint and cost are highly sensitive to the assigned decision priorities. The lowest-emission and lowest-cost strategies are obtained when carbon and/or cost objectives are included explicitly. By contrast, prioritizing time alone leads to the highest predicted CO 2 e emissions and cost. Next, we compare the selected values of two influential environmental inputs across the seven decision strategies: electricity emission factor and cement mass. Across the optimized configurations, autoclaving time remained a dominant driver of production-time behaviour. Therefore, Figure 5 focuses on electricity carbon intensity and cement use, which directly influence the predicted CO 2 e and cost outcomes. The comparison complements the outcome-level analysis by showing how the decision strategies change the underlying operating choices that generate the predicted trade-offs.
Figure 5a shows the selected electricity emission factor. The Balanced, Carbon + Cost, Carbon + Time, and Carbon Priority strategies select the lowest electricity emission factor, 0.05 kg CO 2 e/kWh. The Cost Priority strategy selects an intermediate value of 0.43 kg CO 2 e/kWh. The Cost + Time and Time Priority strategies select the highest value, 0.81 kg CO 2 e/kWh. This pattern explains the higher CO 2 e emissions observed for the time-oriented strategies in Figure 4a. When the objective emphasizes time, the optimizer can move toward configurations with higher electricity carbon intensity, whereas strategies with explicit carbon weighting select lower-carbon electricity.
Figure 5b shows the selected cement mass. The Carbon + Cost, Carbon Priority, and Cost Priority strategies select the lowest cement mass, 400 kg. In contrast, the Balanced, Carbon + Time, Cost + Time, and Time Priority strategies select the highest cement mass, 800 kg. Since cement contributes directly to material-related emissions, the higher cement selections help explain why several mixed or time-oriented strategies produce larger predicted emissions. These results should not be interpreted as recommending higher cement use for sustainability. Rather, they reflect the behaviour of the weighted composite objective over a discrete feasible design space.
Together, Figure 4 and Figure 5 show that the decision strategy affects both the predicted outcomes and the operating choices that produce them. Carbon-weighted strategies reduce emissions primarily by selecting low-carbon electricity and lower cement use. Cost-weighted strategies also favour lower cement use and lower predicted cost. Time-oriented strategies reduce reworked production time but can select higher electricity carbon intensity and higher cement mass, leading to larger predicted CO 2 e emissions and cost. These findings identify electricity sourcing, cement intensity, and the assumed cost of accelerated curing as key levers controlling the sustainability trade-offs in the AAC production model.

4. Discussion

This study developed a hybrid simulation-optimization framework for sustainable AAC production. The framework combines a discrete-event factory model, stage-based CO 2 e and cost accounting, machine-learning surrogate models, and gradient-based optimization. The simulation represents the main AAC production stages, including mix preparation, mould pouring and rising, cutting, autoclaving, unloading, and product handling. Relative to the public AnyLogic AAC example [20], we added stage-level energy and CO 2 e accounting, a cost model, parameter sweeps for large-scale dataset generation, and automated export of run-level outputs for surrogate training and optimization. This structure preserves the operational logic of AAC manufacturing while enabling large-scale scenario generation. The carbon model accounts for material-related emissions, electricity use, and thermal energy demand. This is consistent with previous AAC life-cycle evidence showing that cement and lime dominate upstream emissions, while steam generation for autoclaving remains a key factory-stage emission source [2]. By training surrogate models on approximately 116,640 simulated scenarios, the framework enables rapid prediction of CO 2 e emissions, production cost, and completion time across alternative operating strategies.
The results identify electricity carbon intensity, cement use, and the assumed cost of accelerated curing as the main levers governing the simulated AAC trade-offs. The Carbon + Cost and Carbon Priority strategies produced the lowest predicted CO 2 e emissions, approximately 1291.82 kg CO 2 e, and selected the lowest electricity emission factor, 0.05 kg CO 2 e/kWh. These strategies also selected the lowest cement mass, 400 kg, together with the Cost Priority strategy. In contrast, the Time Priority strategy achieved the shortest reworked production time but produced the highest predicted CO 2 e emissions and cost, reflecting the added burden associated with accelerated production. Across the strategies, predicted CO 2 e emissions and cost varied more strongly than reworked production time, indicating that prioritizing time can substantially increase environmental and economic burden. The feature-importance and strategy analyses were consistent: autoclaving time, electricity carbon intensity, and cement use governed most of the variation in emissions, cost, and time. These findings suggest that AAC decarbonization should combine lower-carbon electricity or steam generation, careful management of autoclave operation, and reduction or substitution of carbon-intensive binders. The results also show that carbon- and cost-oriented strategies can reduce emissions without selecting the most time-intensive operating regime, supporting the need for practical guidelines that help manufacturers balance low-carbon production with operational feasibility. The ranking of optimal strategies was validated by a brute force search study (Figure A4).
Across all optimization strategies, the selected autoclaving time converged to the minimum admissible value of 50 min. This result should be interpreted in light of the current model assumptions. In the present framework, autoclaving time increases thermal-energy demand, electricity use, production cost, CO 2 e emissions, and completion time, but product-quality constraints such as strength development, density, curing completeness, and dimensional stability are not explicitly modelled. Therefore, longer autoclaving does not provide a compensating benefit in the objective function. Autoclaving time was retained as a decision variable because it is a central operational lever in AAC production and because the analysis tests whether longer curing durations are selected under different carbon, cost, time, and balanced priorities. The consistent selection of 50 min is therefore conditional on the simulated design space and should not be generalized to all AAC plants. Future plant-specific implementations should include curing-quality and mechanical-performance constraints, under which longer autoclaving times may be required or optimal.
A gradient-based optimization method was selected because the artificial neural network provides a differentiable surrogate of the AAC simulation. This allows rapid exploration of candidate production strategies without repeatedly executing the full discrete-event model. The production design space includes nonlinear relationships among energy use, process time, material use, and emissions, as well as discrete variables such as autoclaving time, mould quantity, storage capacity, traverse speed, and autoclave quantity. To handle these discrete choices, we used a straight-through estimator. The optimizer selects valid discrete values during the forward pass, while approximate gradients are passed through a soft probability representation during backpropagation. This preserves feasible production settings while enabling efficient gradient-based optimization.
Figure 6 shows how the proposed framework can operate as a smart manufacturing layer for AAC production. The discrete-event model represents the main factory stages and generates 116,640 production scenarios. The surrogate models then learn fast mappings from operating settings to CO 2 e emissions, cost, and production time. Coupled with gradient-based optimization, this structure allows plant operators to compare carbon-, cost-, time-, and balanced strategies before changing factory conditions. In this sense, the framework provides a digital twin-like decision-support tool for AAC manufacturing: it links process simulation, data-driven prediction, and optimization to identify lower-carbon operating regimes and update production policies as new plant data become available [35,36].
This study has a few limitations that should guide interpretation and future work. The simulation dataset covers a broad but finite design space, with particular emphasis on parameters that influence autoclaving because steam curing is one of the most energy-intensive factory operations in AAC production. Adding more operational variables, such as raw-material logistics, maintenance disruptions, worker schedules, product geometry, quality constraints, boiler efficiency, heat recovery, and site-specific energy systems, would require additional simulation runs to preserve surrogate-model accuracy. This is a standard limitation of simulation-based surrogate modelling, where higher-dimensional design spaces require denser sampling or adaptive experimental designs to maintain reliable prediction and optimization performance [37]. We focused on autoclaving because steam curing is one of the most energy-intensive factory operations in AAC production and has been identified as an important contributor in AAC life-cycle studies [2]. However, other stages may also affect emissions, cost, and throughput, especially when material preparation, lime grinding, transport, storage, downtime, or plant-specific fuel systems are included [2]. Heat recovery was not explicitly included in the present model because the public AAC factory simulation does not resolve plant-specific steam-system design, condensate recovery, boiler efficiency, heat-exchanger performance, or recovered-heat allocation. The current framework therefore represents thermal-energy demand directly through the rising and autoclaving stages. This is a limitation because heat recovery has been identified as an important AAC decarbonization lever. Including heat recovery would reduce the effective thermal-energy demand of steam curing and could change the optimal strategies by lowering the carbon penalty associated with autoclaving time. As a result, the relative importance of autoclaving time may decrease, while binder-related emissions from cement and lime may become more dominant. Future plant-specific implementations should include heat-recovery efficiency, boiler losses, condensate return, and recovered-heat reuse to evaluate this pathway quantitatively. The present framework should therefore be interpreted as a decision-support, focusing on optimizing the autoclaving process during AAC manufacturing, rather than a complete plant certification model.
This study shows that sustainable AAC manufacturing can be evaluated as part of a broader construction value chain. The proposed surrogate model provides a fast representation of factory-level emissions, cost, and production time. Future work will integrate this model into Modular Integrated Construction (MiC) supply chain frameworks to evaluate how manufacturing decisions interact with logistics, storage, assembly, and site-installation strategies. This extension is important because MiC performance depends on coordinated decisions across factories, transport fleets, and construction sites, and recent studies show that simulation and optimization can improve MiC supply-chain sustainability by reducing duration, cost, and carbon emissions [38]. A coupled AAC-MiC framework would allow decision makers to compare low-carbon production policies with supply-chain strategies and identify solutions that reduce emissions without shifting burdens from manufacturing to logistics or construction operations. The electricity emission factor was varied from 0.05 to 0.81 kg CO 2 e/kWh to represent different grid-carbon-intensity conditions. This provides a partial sensitivity analysis for one of the most important regional emission parameters. The results show that electricity carbon intensity strongly influences predicted CO 2 e emissions and can affect the attractiveness of strategies involving electricity-intensive or autoclaving-related operations. However, other emission factors and cost parameters, including heat emissions, cement, lime, aluminum, electricity price, heat price, and material unit costs, were held fixed using literature or database values. Therefore, the numerical results should be interpreted as conditional on these assumptions. Future plant-specific applications should include a broader sensitivity analysis using regional grid factors, local fuel mixes, boiler efficiency, site-specific energy tariffs, and actual material prices.
Finally, the present framework was developed using a public AnyLogic AAC factory model and simulation-generated production data. Therefore, the reported production times, energy consumption, CO 2 e emissions, and optimized operating strategies should be interpreted as model-based estimates rather than direct measurements from an industrial AAC plant. The study demonstrates the feasibility of integrating discrete-event simulation, emission and cost accounting, machine-learning surrogate modelling, and optimization into a unified decision-support workflow. However, validation against real factory operational data remains necessary before industrial deployment. Future work should calibrate and validate the model using plant-specific records, including measured cycle times, autoclave energy demand, throughput, material consumption, production cost, and site-specific emission factors. Such validation would allow the framework to better represent actual AAC manufacturing conditions and improve confidence in its use for operational decision making.

5. Conclusions

This study contributes a unified decision-support framework for sustainable AAC production by integrating discrete-event simulation, CO 2 e and cost accounting, machine-learning surrogate modelling, and gradient-based optimization into a single workflow. This integration is the main novelty of the work. It allows AAC production strategies to be tested computationally, translated into fast surrogate predictions, and optimized across carbon, cost, and time objectives before implementation in a physical factory. The proposed framework can be extended to AAC formulations based on alternative raw materials, such as fly ash, tailings, or recycled AAC powder, but it cannot be transferred without recalibration. Model migration would require updating the material masses, emission factors, cost parameters, curing requirements, and quality constraints associated with the alternative mix design. The discrete-event structure can remain largely unchanged, while the emission, cost, and performance modules should be recalibrated using formulation-specific and plant-specific data.
The results show that the optimization priority can meaningfully change predicted environmental performance. The carbon-priority strategy reduced predicted emissions to approximately 1855 kg CO 2 e, while the highest-emission strategies exceeded 2050 kg CO 2 e. This corresponds to an approximate reduction of 195 kg CO 2 e, or about 9–10%, across the tested strategies. In contrast, the cost spread was modest, about 19 currency units, and production time varied by only approximately 0.6 min under the modelled assumptions. These findings indicate that, within the simulated design space, lower-carbon AAC production can be achieved mainly through electricity carbon intensity, cement use, and autoclaving-related decisions, without large predicted penalties in production time.
Future work should extend the framework through plant-specific calibration and validation against real factory operational data. This includes comparing predicted production time, energy use, throughput, cost, and CO 2 e emissions with measured factory records. Such validation is necessary to assess the transferability of the surrogate models, refine site-specific assumptions, and support reliable deployment of the framework as an operational decision-support tool for AAC manufacturers.

Author Contributions

Conceptualization, S.N.A., A.A., I.Z. and A.B.; methodology, S.N.A., A.A. and A.B.; software, S.N.A.; validation, S.N.A., A.A., I.Z. and A.B.; formal analysis, S.N.A., I.Z. and A.B.; investigation, S.N.A., A.A. and I.Z.; resources, A.A. and A.B.; data curation, S.N.A. and I.Z.; writing—original draft preparation, S.N.A.; writing—review and editing, A.A., I.Z. and A.B.; visualization, S.N.A. and I.Z.; supervision, A.A. and A.B.; project administration, A.A. and A.B. All authors have read and agreed to the published version of the manuscript.

Funding

This research received no external funding.

Institutional Review Board Statement

Not applicable.

Informed Consent Statement

Not applicable.

Data Availability Statement

The data and the ML code are publicly available at https://github.com/MPS7/AAC_simulation_to_ML/ (accessed on 14 May 2026).

Conflicts of Interest

The authors declare no conflicts of interest.

Abbreviations

The following abbreviations are used in this manuscript:
AACAutoclaved Aerated Concrete
AIArtificial Intelligence
ANNArtificial Neural Network
CO 2 eCarbon dioxide equivalent
DESDiscrete-Event Simulation
DSSDecision-Support System
EFEmission Factor
GHGGreenhouse Gas
IEAInternational Energy Agency
IPCCIntergovernmental Panel on Climate Change
LCALife-Cycle Assessment
MAEMean Absolute Error
MLMachine Learning
MiCModular Integrated Construction
MSEMean Squared Error
PVParameter Variation
ReLURectified Linear Unit
RMSERoot Mean Squared Error
STEStraight-Through Estimator

Appendix A. Sensitivity of Predictions with Respect to Fixed Lime and Gypsum Assumptions

The simulation experiments used to produce data varied cement mass but kept lime and gypsum quantities fixed. This appendix evaluates whether this assumption affects the conclusion that cement is a dominant material-related driver of predicted CO 2 e emissions. The analysis focuses on lime because it is a major binder in AAC production and has a non-negligible emission factor. Gypsum is discussed separately because it was not varied in the simulation design and is typically used in smaller quantities than cement and lime.
To examine the sensitivity of the conclusions to lime content, we conducted a targeted sensitivity analysis in which cement mass, w cement , was varied across the full simulated range, from 400 to 800 kg in 50 kg increments, at three fixed lime levels, w lime { 150 , 200 , 250 } kg. All other parameters were held at their baseline values. This produced a 9 × 3 grid of predicted total CO 2 e values and allowed the cement-CO 2 e relationship to be evaluated separately at each lime level.
The sensitivity analysis showed that predicted CO 2 e increased linearly with both cement and lime mass. Across all lime levels, each additional kg of cement increased predicted emissions by 0.90 kg CO 2 e. Across all cement levels, each additional kg of lime increased predicted emissions by 0.75 kg CO 2 e. These constant slopes indicate that cement and lime enter the emission model additively over the tested range. The total emission variation associated with each input depends on both its emission factor and its tested range. Cement varied over a 400 kg interval, from 400 to 800 kg, which generated a total CO 2 e change of
0.90 × 400 = 360 kg CO 2 e .
Lime varied over a 100 kg interval, from 150 to 250 kg, which generated a total CO 2 e change of
0.75 × 100 = 75 kg CO 2 e .
Thus, within the tested sensitivity range, cement accounted for 82.8% of the combined cement–lime CO 2 e variation, compared with 17.2% for lime. The contribution from cement was therefore approximately 4.8 times larger than that from lime (Figure A1).
Figure A1. Contribution of cement and lime variation to predicted CO 2 e variability. Cement variation over 400–800 kg produces a 360 kg CO 2 e change, whereas lime variation over 150–250 kg produces a 75 kg CO 2 e change. Bars represent the marginal CO 2 e slope multiplied by the tested input range.
Figure A1. Contribution of cement and lime variation to predicted CO 2 e variability. Cement variation over 400–800 kg produces a 360 kg CO 2 e change, whereas lime variation over 150–250 kg produces a 75 kg CO 2 e change. Bars represent the marginal CO 2 e slope multiplied by the tested input range.
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A key question is whether lime content changes the marginal effect of cement on predicted emissions. Figure A2 shows the percentage change in predicted CO 2 e relative to the w cement = 400 kg baseline at each lime level. The three curves remain nearly parallel across the full cement range. At w cement = 800 kg, the relative CO 2 e increase is 21.2% for w lime = 150 kg, 20.7% for w lime = 200 kg, and 20.3% for w lime = 250 kg. The spread is less than one percentage point. This result indicates that lime does not meaningfully alter the marginal effect of cement within the modelled range. If a strong interaction were present, the curves would diverge as cement increased. Instead, they remain nearly coincident and linear, supporting an additive relationship between the two binders.
Figure A2. Relative CO 2 e sensitivity to cement mass at three lime levels. The near-parallel curves indicate that lime content does not materially change the marginal effect of cement on predicted emissions over the tested range.
Figure A2. Relative CO 2 e sensitivity to cement mass at three lime levels. The near-parallel curves indicate that lime content does not materially change the marginal effect of cement on predicted emissions over the tested range.
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The full response surface provides the same interpretation (Figure A3). Figure A3a shows predicted CO 2 e as a function of cement mass at each lime level. The lines are parallel, and the vertical offset between lime levels remains constant across the cement range. Figure A3b shows the complementary relationship between predicted CO 2 e and lime mass at representative cement levels. The lime slope is also constant across cement levels. Figure A3c summarizes the full 9 × 3 grid and shows a smooth monotonic gradient without visible curvature or threshold behaviour.
Figure A3. Sensitivity surface for cement and lime mass against predicted total CO 2 e. (a) CO 2 e versus cement mass at three lime levels. The parallel lines indicate an additive relationship. (b) CO 2 e versus lime mass at representative cement levels. The constant slopes indicate that the lime effect is independent of cement level. (c) Heatmap of predicted CO 2 e across the cement–lime grid, showing a smooth linear gradient without visible interaction effects.
Figure A3. Sensitivity surface for cement and lime mass against predicted total CO 2 e. (a) CO 2 e versus cement mass at three lime levels. The parallel lines indicate an additive relationship. (b) CO 2 e versus lime mass at representative cement levels. The constant slopes indicate that the lime effect is independent of cement level. (c) Heatmap of predicted CO 2 e across the cement–lime grid, showing a smooth linear gradient without visible interaction effects.
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These results support the main conclusion that cement remains the dominant material-related driver of predicted CO 2 e variation in the simulated design space. Varying lime shifts total emissions upward or downward, but it does not change the marginal effect of cement or reverse the relative ranking of the two binders. Therefore, the fixed-lime assumption affects the absolute emission level but does not alter the main interpretation that cement use is a primary lever for reducing material-related CO 2 e emissions in the model.
Gypsum was not varied in the original simulation design or in this supplementary sensitivity analysis. Its contribution therefore cannot be quantified directly from the present dataset. Because gypsum is generally used in smaller quantities than cement and lime in AAC formulations, its effect is expected to be smaller than the cement effect, but this remains an assumption rather than a tested result. Future work should extend the simulation design to vary gypsum content, lime content, transport distance, boiler efficiency, maintenance-related emissions, waste-disposal pathways, and other plant-specific inventory variables. This would allow the framework to move from a factory-level decision-support model toward a more complete life-cycle assessment of AAC production.

Appendix B. Brute-Force Verification of Optimization Results

As a validation step, we repeated the seven-strategy comparison using direct brute-force search over the reworked simulation dataset. Figure A4 shows the ranked optimal outcomes. The Carbon + Cost, Carbon Priority, and Cost Priority strategies give the lowest CO 2 e emissions and costs, with total CO 2 e near 1029.64 kg and cost near 294.69. The Balanced and Cost + Time strategies form an intermediate group, while the Carbon + Time and Time Priority strategies give the highest CO 2 e emissions and costs. For reworked production time, the Carbon + Time and Time Priority strategies give the shortest values, approximately 179.23 min, whereas Carbon + Cost, Carbon Priority, and Cost Priority give the longest values, approximately 239.23 min. These results confirm the expected trade-off: time-oriented strategies reduce reworked production time but increase environmental and economic burden, whereas carbon- and cost-oriented strategies reduce CO 2 e and cost but accept longer production time.
Figure A4. Brute-force search outcomes across seven decision strategies. Strategies are ranked from the lowest value on the left to the highest value on the right. Rank 1 denotes the highest value in each panel. (a) Total CO 2 e emissions. (b) Total production cost. (c) Reworked production time.
Figure A4. Brute-force search outcomes across seven decision strategies. Strategies are ranked from the lowest value on the left to the highest value on the right. Rank 1 denotes the highest value in each panel. (a) Total CO 2 e emissions. (b) Total production cost. (c) Reworked production time.
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Figure 1. A schematic representation of the Autoclaved Aerated Concrete production process. Raw materials are prepared and mixed, poured into moulds, pre-cured, cut, separated, autoclaved, unloaded, and palletized.
Figure 1. A schematic representation of the Autoclaved Aerated Concrete production process. Raw materials are prepared and mixed, poured into moulds, pre-cured, cut, separated, autoclaved, unloaded, and palletized.
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Figure 2. Training and validation loss of the TensorFlow neural-network surrogate over epochs. Loss is measured by mean squared error (MSE).
Figure 2. Training and validation loss of the TensorFlow neural-network surrogate over epochs. Loss is measured by mean squared error (MSE).
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Figure 3. Exploratory analysis of the simulation dataset. (a) Correlation matrix for input parameters and output variables. Yellow indicates strong positive correlation, and dark purple indicates near-zero correlation. (b) Random Forest feature-importance scores.
Figure 3. Exploratory analysis of the simulation dataset. (a) Correlation matrix for input parameters and output variables. Yellow indicates strong positive correlation, and dark purple indicates near-zero correlation. (b) Random Forest feature-importance scores.
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Figure 4. Ranked ANN-predicted outcomes across seven optimization strategies. Strategies are ordered from the lowest predicted value on the left to the highest predicted value on the right. Rank 1 denotes the highest value in each panel. (a) Optimal ANN-predicted total CO 2 e emissions. (b) Optimal ANN-predicted total production cost. (c) Optimal ANN-predicted reworked production time.
Figure 4. Ranked ANN-predicted outcomes across seven optimization strategies. Strategies are ordered from the lowest predicted value on the left to the highest predicted value on the right. Rank 1 denotes the highest value in each panel. (a) Optimal ANN-predicted total CO 2 e emissions. (b) Optimal ANN-predicted total production cost. (c) Optimal ANN-predicted reworked production time.
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Figure 5. Ranked selected input values across the seven decision strategies. Strategies are ordered from the lowest selected value on the left to the highest selected value on the right. Rank 1 denotes the highest value in each panel. (a) Selected electricity emission factor. Lower values correspond to lower-carbon electricity. (b) Selected cement mass. Lower values correspond to lower material-related emissions.
Figure 5. Ranked selected input values across the seven decision strategies. Strategies are ordered from the lowest selected value on the left to the highest selected value on the right. Rank 1 denotes the highest value in each panel. (a) Selected electricity emission factor. Lower values correspond to lower-carbon electricity. (b) Selected cement mass. Lower values correspond to lower material-related emissions.
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Figure 6. Decision-support framework for sustainable AAC production. The discrete-event factory model generates production scenarios and captures the operational dynamics of AAC manufacturing. Machine-learning surrogate models predict CO 2 e emissions, production cost, and production time. A gradient-based optimization procedure evaluates carbon-focused, cost-focused, time-focused, and balanced strategies. The resulting insights support manufacturers and plant operators in comparing strategies, quantifying trade-offs, and identifying lower-carbon operating regimes.
Figure 6. Decision-support framework for sustainable AAC production. The discrete-event factory model generates production scenarios and captures the operational dynamics of AAC manufacturing. Machine-learning surrogate models predict CO 2 e emissions, production cost, and production time. A gradient-based optimization procedure evaluates carbon-focused, cost-focused, time-focused, and balanced strategies. The resulting insights support manufacturers and plant operators in comparing strategies, quantifying trade-offs, and identifying lower-carbon operating regimes.
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Table 1. Production-flow components in the AAC simulation model.
Table 1. Production-flow components in the AAC simulation model.
ComponentRole in the Simulation
slurryPreparationPrepares the AAC slurry before casting. This block represents the upstream mixing operation that supplies slurry to the casting stage.
waitSlurryHolds production flow until slurry is available. It synchronizes material availability with mould processing.
pourSlurryTransfers prepared slurry into moulds. It initiates the formation of the AAC cake.
castingRepresents mould filling and initial casting. It defines the start of the cake production cycle.
mouldProcessingControls mould preparation and circulation. It supports repeated use of moulds across production cycles.
risingAreaRepresents the rising and pre-curing stage. The cake expands and gains sufficient stiffness before demoulding and cutting.
backTiltTableSupports the transition from moulded cake to downstream handling. It represents tilting or positioning before cutting.
cuttingLine1Represents the cutting stage. The green cake is cut into blocks or panels before separation.
greenSeparationRepresents separation of freshly cut elements. It prepares the cut AAC products for autoclave loading.
separatorExecutes or supports the separation operation. It contributes to downstream flow organization before curing.
autoclavingRepresents steam curing in autoclaves. This stage is central to production capacity and thermal-energy demand.
unloadingRepresents removal of cured AAC products from the autoclave system.
movingOutMoves finished products out of the production process toward storage or shipment.
Table 2. Material-handling and transport components in the AAC simulation model.
Table 2. Material-handling and transport components in the AAC simulation model.
ComponentRole in the Simulation
mouldsRepresents the pool of moulds used for casting and circulation. Mould availability directly affects production continuity.
cakesRepresents AAC cakes moving through rising, cutting, separation, and autoclaving. Cakes are the main production entities.
platformsRepresents platforms used to support movement and positioning of cakes or moulds.
trolleysRepresents transport resources used to move products or platforms between stations. Trolley availability affects internal logistics.
tiltCraneRepresents the crane resource used around tilting and transfer operations.
liftingCraneRepresents lifting operations for moving cakes, moulds, or cured products. Crane capacity affects queueing and station idle time.
toRisingAreaRoutes cast moulds or cakes toward the rising area.
fromRisingAreaRoutes pre-cured cakes from the rising area to downstream processing.
toTiltCraneRoutes entities toward the tilt-crane operation.
fromBackTiltTableRoutes entities from the back-tilt table to the next production stage.
toUnloadCraneRoutes cured products toward unloading operations.
fromAutoclaveRoutes products exiting autoclaves.
toOutRoutes finished AAC products out of the modelled production system.
Table 3. Control, queueing, and routing components in the AAC simulation model.
Table 3. Control, queueing, and routing components in the AAC simulation model.
ComponentRole in the Simulation
queueStores entities waiting for downstream capacity. Queue length is an indicator of congestion and bottleneck formation.
holdTemporarily blocks entities until a condition is satisfied. It supports synchronization between operations.
hold1Provides an additional holding point for conditional process flow.
hold2Provides a third holding point for synchronization and capacity control.
selectOutputSelects the downstream path for entities. It supports routing decisions and process branching.
fromBackTiltTableControls transfer after tilting and before downstream processing.
fromAutoclaveControls transfer after autoclave completion.
fromRisingAreaControls transfer after the rising stage.
Table 4. Functions used for calculation and data generation.
Table 4. Functions used for calculation and data generation.
FunctionRole in the Simulation
calculateEmissionsComputes stage-level and total CO 2 e emissions from energy use, material use, and emission factors. It links the production simulation to the emission model.
DBWriteWrites simulation outputs to an internal database. It supports structured storage of run-level and process-level results.
generateDatasetTriggers the dataset-generation routine at the end of each simulation run. It organizes the simulation outputs for downstream analysis.
saveResultsToCSVExports collected results to CSV. The exported dataset is used for statistical analysis, machine-learning surrogate modelling, and optimization.
Table 5. Capacity and storage parameters in the AAC simulation model.
Table 5. Capacity and storage parameters in the AAC simulation model.
ParameterInterpretation
storageSizeFinished-product or intermediate storage capacity. It controls buffering and congestion.
mouldQuantityNumber of moulds available for casting and circulation. It controls casting continuity.
autoclaveNNumber of autoclaves available for steam curing. It controls batch-curing capacity.
trolleyNNumber of trolleys available for internal transport. It controls material-handling capacity.
bogeyNNumber of bogeys available for carrying cakes or products. It supports transport and staging.
numProductionLinesNumber of active production lines. It controls parallel production capacity.
sandStorageSizeStorage capacity for sand. It affects raw-material availability.
gypsumStorageSizeStorage capacity for gypsum. It affects raw-material availability.
slurryStorageSizeStorage capacity for prepared slurry. It links upstream mixing with casting demand.
sandArrivalQuantityQuantity of sand delivered per replenishment event.
gypsumArrivalQuantityQuantity of gypsum delivered per replenishment event.
sandCriticalVolumeReorder or critical threshold for sand storage.
gypsumCriticalVolumeReorder or critical threshold for gypsum storage.
Table 6. Time and production variables recorded during simulation.
Table 6. Time and production variables recorded during simulation.
VariableInterpretation
mixTimeActualActual time spent in mixing.
riseTimeActualActual time spent in rising or pre-curing.
cutTimeActualActual time spent in cutting.
autoTimeActualActual time spent in autoclaving.
totalTimeTotal modelled production time.
totalTimeActualTotal actual production time recorded from the simulation.
timeDaysSimulation time expressed in days.
dayOutputDaily production output.
totalBatchesTotal number of produced batches.
selectedAutoclaveAutoclave selected for a given entity or operation.
selectedAutoclaveNumberIndex of the selected autoclave.
toUnloadCraneCountCount of entities routed toward the unloading crane.
Table 7. Energy, emission, material, and cost parameters in the AAC simulation model.
Table 7. Energy, emission, material, and cost parameters in the AAC simulation model.
ParameterInterpretation
pMixElectrical power demand of the mixing stage.
pRiseHeatThermal power demand during rising or pre-curing.
pRiseElElectrical power demand during rising or pre-curing.
pCutElectrical power demand of the cutting stage.
pAutoHeatThermal power demand during autoclaving.
pAutoElAuxiliary electrical power demand during autoclaving.
efElectricityElectricity emission factor.
efHeatThermal-energy emission factor.
efCementCement emission factor.
efLimeLime emission factor.
efAluminumAluminum powder emission factor.
wCementCement mass per AAC cake or batch.
wLimeLime mass per AAC cake or batch.
wAluminumAluminum powder mass per AAC cake or batch.
cElectricityUnit cost of electricity.
cHeatUnit cost of thermal energy.
cCementUnit cost of cement.
cLimeUnit cost of lime.
cAluminumUnit cost of aluminum powder.
Table 8. Parameters varied in the simulations used for data generation.
Table 8. Parameters varied in the simulations used for data generation.
ParameterAdmissible Values
Storage size { 30 , 40 , , 100 }
Mould quantity { 20 , 30 , 40 , 50 , 60 }
Autoclave traverse speed (per min) { 5 , 10 , 15 }
Autoclaving time (min) { 50 , 80 , 110 , 140 }
Traverse speed { 5 , 10 , 15 }
Autoclave quantity { 1 , 2 , 3 }
Electricity emission factor (kg CO 2 e/kWh) { 0.05 , 0.43 , 0.81 }
Cement mass (kg) { 400 , 450 , , 800 }
Table 9. Parameters kept fixed during the simulations.
Table 9. Parameters kept fixed during the simulations.
ParameterValue
Casting time10
Precure time10
Cross cutting time10
Separation time10
Conveyor speed5
Trolley speed5
Trolley N6
pMix100
pRiseHeat300
pRiseEl150
pCut129
pAutoHeat2000
pAutoEl500
cElectricity0.15
cHeat0.08
cCement0.12
cLime0.10
cAluminum2.50
Batches per day50
Simulation days300
Autoclave efficiency0.86
Table 10. Test-set performance metrics for total CO 2 e emissions.
Table 10. Test-set performance metrics for total CO 2 e emissions.
ModelMAEMSERMSE R 2
Random Forest 7.87 × 10 12 1.15 × 10 22 1.07 × 10 11 1.0000
Gradient Boosting1.41433.14041.77210.9999
Linear Regression63.337516.6886.700.9693
Neural Networks65.317571.5087.010.9691
Table 11. Test-set performance metrics for total production cost.
Table 11. Test-set performance metrics for total production cost.
ModelMAEMSERMSE R 2
Random Forest 6.24 × 10 15 3.55 × 10 28 1.88 × 10 14 1.0000
Linear Regression 7.19 × 10 14 9.64 × 10 27 9.82 × 10 14 1.0000
Gradient Boosting 4.45 × 10 3 3.80 × 10 5 6.17 × 10 3 1.0000
Neural Networks0.97231.44401.20171.0000
Table 12. Test-set performance metrics for total actual production time.
Table 12. Test-set performance metrics for total actual production time.
ModelMAEMSERMSE R 2
Linear Regression 6.30 × 10 14 4.77 × 10 27 6.91 × 10 14 1.0000
Random Forest 2.40 × 10 13 1.28 × 10 25 3.58 × 10 13 1.0000
Gradient Boosting 6.22 × 10 6 4.84 × 10 11 6.96 × 10 6 1.0000
Neural Networks0.28000.12030.34680.9999
Table 13. Optimization strategies evaluated in Section 3.2.
Table 13. Optimization strategies evaluated in Section 3.2.
StrategyCarbon Weight α Cost Weight β Time Weight γ
Balanced 1 / 3 1 / 3 1 / 3
Carbon priority100
Cost priority010
Time priority001
Carbon–cost 0.5 0.5 0
Carbon–time 0.5 0 0.5
Cost–time0 0.5 0.5
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Amoo, S.N.; Attajer, A.; Zaid, I.; Bouchnita, A. Sustainable Autoclaved Aerated Concrete Production Strategies Using a Hybrid Discrete-Event Simulation and Machine-Learning Surrogate Framework. Sustainability 2026, 18, 7860. https://doi.org/10.3390/su18157860

AMA Style

Amoo SN, Attajer A, Zaid I, Bouchnita A. Sustainable Autoclaved Aerated Concrete Production Strategies Using a Hybrid Discrete-Event Simulation and Machine-Learning Surrogate Framework. Sustainability. 2026; 18(15):7860. https://doi.org/10.3390/su18157860

Chicago/Turabian Style

Amoo, Solomon N., Ali Attajer, Ismahen Zaid, and Anass Bouchnita. 2026. "Sustainable Autoclaved Aerated Concrete Production Strategies Using a Hybrid Discrete-Event Simulation and Machine-Learning Surrogate Framework" Sustainability 18, no. 15: 7860. https://doi.org/10.3390/su18157860

APA Style

Amoo, S. N., Attajer, A., Zaid, I., & Bouchnita, A. (2026). Sustainable Autoclaved Aerated Concrete Production Strategies Using a Hybrid Discrete-Event Simulation and Machine-Learning Surrogate Framework. Sustainability, 18(15), 7860. https://doi.org/10.3390/su18157860

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