Durability, Physical Properties and Mechanical Properties of Low-Carbon Concrete Materials

A special issue of Buildings (ISSN 2075-5309). This special issue belongs to the section "Building Materials, and Repair & Renovation".

Deadline for manuscript submissions: 10 May 2026 | Viewed by 688

Special Issue Editors


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Guest Editor
Department of Architecture, Graduate School of Engineering, The University of Tokyo, Tokyo 113-8654, Japan
Interests: low-carbon concrete; CO2 sequestration; recycled aggregates; circular economy; multifunctional materials
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Guest Editor
College of Civil Engineering and Architecture, Zhejiang University, Hangzhou 310058, China
Interests: low-carbon 3D-printed concrete; intelligent sensing systems; artificial intelligence algorithm model development
Special Issues, Collections and Topics in MDPI journals

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Guest Editor
Faculty of Civil Engineering and Mechanics, Jiangsu University, Zhenjiang 212013, China
Interests: low-carbon materials, recyclable and fully regenerated low-carbon concrete materials; FRP materials and their composite structures; BIM technology and applications; prefabricated steel structure/bridge design

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Guest Editor
School of Environment and Architecture, University of Shanghai for Science and Technology, Shanghai 200093, China
Interests: recycled concrete structures; recycled concrete materials; resource utilization technologies for construction waste
College of Civil Engineering and Architecture, Hunan Institute of Science and Technology, Yueyang 414006, China
Interests: low-carbon cementitious materials; carbon-negative concrete; ultra-high-performance concrete (UHPC); utilization of solid waste

E-Mail Website
Guest Editor
Department of Architecture, Graduate School of Engineering, The University of Tokyo, Tokyo 113-8654, Japan
Interests: corrosion and protection of reinforcement in construction; carbon sequestration and storage in the building materials; solid waste utilization; machine learning for hydration mechanisms of cement-based materials

Special Issue Information

Dear Colleagues,

Low‑carbon concrete—realized through clinker reduction, the use of supplementary cementitious materials and recycled aggregates, as well as CO2 curing/carbonation—has become central to decarbonizing the construction sector. Nevertheless, guaranteeing its durability, physical properties (e.g., pore structure, transport, and thermal behavior), and mechanical properties (e.g., strength, modulus, toughness, and fatigue resistance) under complex service environments remains challenging, particularly for retrofitting and urban renewal applications.

This Special Issue, ‘Durability, Physical Properties and Mechanical Properties of Low-Carbon Concrete Materials,’ invites experimental, theoretical, and numerical studies that rigorously characterize, model, and enhance these performances, including fiber‑reinforced and self‑compacting low‑carbon concretes. We also welcome concise contributions that use AI/data‑driven methods to accelerate performance prediction and mix‑design optimization. Topics of interest include service‑life prediction and reliability assessment; coupled deterioration mechanisms (carbonation–chloride ingress, freeze–thaw, sulfate attack, high temperature); fracture toughness, ductility, and energy dissipation; as well as standardized/rapid testing methods, databases and multi‑scale modeling.

Topics of interest include, but are not limited to, the following:

  1. Durability of low‑carbon concretes: carbonation, chloride ingress, freeze–thaw, sulfate attack, high‑temperature exposure, and coupled deteriorations.
  2. Physical properties: pore structure, permeability/transport, moisture migration, thermal conductivity, shrinkage and creep, and volume stability.
  3. Mechanical properties: strength, elastic modulus, fracture toughness/energy, fatigue resistance, ductility, and toughness.
  4. Fiber‑reinforced and self‑compacting low‑carbon concretes (FRC/HPFRCC/SHCC/UHPFRC, SCC): mix design, testing, modeling, and performance enhancement.
  5. Effects of SCMs, recycled aggregates, and CO2 curing/carbonation curing on durability and mechanical behavior.
  6. Seismic performance, energy dissipation, and resilience, especially for retrofitting and urban renewal applications.
  7. Service‑life prediction, reliability‑based assessment and degradation modeling under multi-factor exposures.
  8. Multi‑scale experimentation, modeling, and simulation linking microstructure to structural performance.
  9. Lightweight AI/data‑driven approaches for accelerated performance prediction and mix‑design optimization.
  10. Standardized/rapid testing methods, databases, and LCA–performance integration for low‑carbon concretes.

Dr. Dianchao Wang
Dr. Bochao Sun
Dr. Fubin Zhang
Dr. Chang Sun
Dr. Gaoyu Liao
Dr. Nanqiao You
Guest Editors

Manuscript Submission Information

Manuscripts should be submitted online at www.mdpi.com by registering and logging in to this website. Once you are registered, click here to go to the submission form. Manuscripts can be submitted until the deadline. All submissions that pass pre-check are peer-reviewed. Accepted papers will be published continuously in the journal (as soon as accepted) and will be listed together on the special issue website. Research articles, review articles as well as short communications are invited. For planned papers, a title and short abstract (about 100 words) can be sent to the Editorial Office for announcement on this website.

Submitted manuscripts should not have been published previously, nor be under consideration for publication elsewhere (except conference proceedings papers). All manuscripts are thoroughly refereed through a single-blind peer-review process. A guide for authors and other relevant information for submission of manuscripts is available on the Instructions for Authors page. Buildings is an international peer-reviewed open access semimonthly journal published by MDPI.

Please visit the Instructions for Authors page before submitting a manuscript. The Article Processing Charge (APC) for publication in this open access journal is 2600 CHF (Swiss Francs). Submitted papers should be well formatted and use good English. Authors may use MDPI's English editing service prior to publication or during author revisions.

Keywords

  • low carbon concrete
  • durability
  • physical properties
  • mechanical properties (toughness and ductility)
  • fiber reinforced concrete (FRC)
  • self compacting concrete (SCC)
  • service life prediction and reliability
  • urban renewal and retrofitting
  • AI/ML based prediction

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Published Papers (2 papers)

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Research

23 pages, 16680 KB  
Article
Interpretation of Dominant Features Governing Compressive Strength in One-Part Geopolymer
by Yiren Wang, Yihai Jia, Chuanxing Wang, Weifa He, Qile Ding, Fengyang Wang, Mingyu Wang and Kuizhen Fang
Buildings 2025, 15(20), 3661; https://doi.org/10.3390/buildings15203661 - 11 Oct 2025
Viewed by 228
Abstract
One-part geopolymers (OPG) offer a low-carbon alternative to Portland cement, yet mix design remains largely empirical. This study couples machine learning with SHAP (Shapley Additive Explanations) to quantify how mix and curing factors govern performance in Ca-containing OPG. We trained six regressors—Random Forest, [...] Read more.
One-part geopolymers (OPG) offer a low-carbon alternative to Portland cement, yet mix design remains largely empirical. This study couples machine learning with SHAP (Shapley Additive Explanations) to quantify how mix and curing factors govern performance in Ca-containing OPG. We trained six regressors—Random Forest, ExtraTrees, SVR, Ridge, KNN, and XGBoost—on a compiled dataset and selected XGBoost as the primary model based on prediction accuracy. Models were built separately for four targets: compressive strength at 3, 7, 14, and 28 days. SHAP analysis reveals four dominant variables across targets—Slag, Na2O, Ms, and the water-to-binder ratio (w/b)—while the sand-to-binder ratio (s/b), temperature, and humidity are secondary within the tested ranges. Strength evolution follows a reaction–densification logic: at 3 days, Slag dominates as Ca accelerates C–(N)–A–S–H formation; at 7–14 days, Na2O leads as alkalinity/soluble silicate controls dissolution–gelation; by 28 days, Slag and Na2O jointly set the strength ceiling, with w/b continuously regulating porosity. Interactions are strongest for Slag × Na2O (Ca–alkalinity synergy). These results provide actionable guidance: prioritize Slag and Na2O while controlling w/b for strength. The XGBoost+SHAP workflow offers transparent, data-driven decision support for OPG mix optimization and can be extended with broader datasets and formal validation to enhance generalization. Full article
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20 pages, 8389 KB  
Article
Green Recycling and Long-Term Immobilization of Disposable Medical Masks for Enhanced Mechanical Performance of Self-Compacting Recycled Concrete
by Fubin Zhang, Zhenshuo Xu, Zhenyuan Lv, Dianchao Wang, Xiulian Li, Lingfeng Zhang, Bochao Sun and Chang Sun
Buildings 2025, 15(18), 3286; https://doi.org/10.3390/buildings15183286 - 11 Sep 2025
Viewed by 304
Abstract
The global outbreak and prolonged presence of Coronavirus Disease 2019 (COVID-19) have resulted in a substantial accumulation of discarded masks, posing serious environmental challenges. This study proposes an eco-friendly and low-carbon strategy to repurpose discarded DMFM fibers as a key component in fiber-reinforced [...] Read more.
The global outbreak and prolonged presence of Coronavirus Disease 2019 (COVID-19) have resulted in a substantial accumulation of discarded masks, posing serious environmental challenges. This study proposes an eco-friendly and low-carbon strategy to repurpose discarded DMFM fibers as a key component in fiber-reinforced self-compacting recycled aggregate concrete (FRSCRAC). The mechanical and environmental performance of FRSCRAC was systematically evaluated by investigating the effects of recycled coarse aggregate (RCA) replacement ratios (0%, 50%, 100%), discarded DMFM fiber material (DMFM) contents (0%, 0.1%, 0.2%, 0.3%), and fiber lengths (2 cm, 3 cm, 4 cm) on axial compression failure mode and stress–strain behavior. The results demonstrated that DMFM fibers significantly enhanced concrete ductility and peak stress via the fiber-bridging effect. Based on fiber influence, modified stress–strain and shrinkage models for SCRAC were established. To further understand the fiber fixation mechanism, X-ray computed tomography (X-CT) and scanning electron microscopy (SEM) analyses were conducted. The findings revealed a stable random distribution of fibers and strong interfacial bonding between fibers. These improvements contributed to enhanced mechanical performance and the effective immobilization of polypropylene microfibers, preventing further microplastics release into the air. This innovative approach provides a sustainable solution for recycling and effectively immobilizing discarded DMFM fibers in concrete over long curing periods, while also enhancing its properties. Full article
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