Prefabricated and Modularized Residential Construction: A Review of Present Status, Opportunities, and Future Challenges
Abstract
1. Introduction
2. Background
3. Research Methodology
4. Overview of Prefabricated and Modularized Residential Construction and Its Subfields
4.1. Architecture
- Automated design: To maximize opportunities for cost-effective design, a few studies were found that aimed to automate some of the manual processes in design. In a study by Pibal et al. [8], an algorithm-aided Building Information Modeling (BIM) approach with Revit, Dynamo, and Excel workflow was utilized within the design processes to optimize the manual processes. In another study by Alwisy et al. [9], a 2D computer-aided design (CAD) drawings were utilized to automatically generate BIM models, as well as shop drawings for the wood-framed panels. Automated processes can potentially reduce the design cost, improve layout accuracy, and enhance productivity.
- Active and passive design: A case-study of an energy-efficient resident building, the TDART house in Morocco, was evaluated for active and passive solar systems along with bioclimatic design to achieve a net-positive energy [10]. The key strategies included a cool roof, optimized orientation, natural ventilation, and insulation. The house’s energy performance across lighting, heating, cooling, and hygrothermal behavior was evaluated. The study measured that (1) the heating and cooling demands were reduced by 40.27% and 29.79%, respectively, (2) the house resulted in net-positive energy balance, and (3) the occupants confirmed satisfaction. The case study indicated possible replication and scalability in other areas such as North America’s hot climates. In another study in the southeastern Mediterranean climate [11], the authors noted that cooling and heating comprised the greatest proportion of the total energy consumption (73%). Thus, the study aimed to develop passive cooling retrofit design strategies for modular buildings to improve occupants’ thermal comfort and reduce the overheating risk. After conducting building retrofits with ventilation and passive shading systems, an approximate 81% reduction in cooling consumption was achieved. Since mass production of residential houses is possible with modular construction, utilizing energy saving or passive designs could be very beneficial.
- Optimized design considerations: To generate various automated layout designs [12], a study by Wei et al. [13] incorporated design rules and parameters, both from the current building codes and inputs by the user, in BIM. This approach was found to generate fast design layouts with constructability evaluations. To optimize the modular configurations, a study by Liang and Yu [14] presented the design of prefabricated houses based on the optimization theory, modular function, modular design, and modular replacement. Another study [15] examined the optimum module configuration based on crane selection and scheduling methods. It introduced a new parameter called “modular suitability indicator” to accomplish a near optimum selection of modular configuration for an efficient delivery. Other optimized design considerations are covered in the following sub-sections: Section 4.2b (minimizing LCA), Section 4.4a (minimizing energy), and Section 4.5d (minimizing structural waste).
4.2. Sustainability
- Assessment framework: There are various sustainability metrics utilized to monitor progress, such as the United Nations Sustainable Development Goals. Some of these metrics include measuring the carbon footprint, impact to global biodiversity, economic impacts, and social impacts. Some of the benchmark sustainability frameworks such as Leadership in Energy and Environmental Design (LEED) mainly address the environmental aspects of buildings and do not address economic or social aspects. Thus, a study by Kamali et al. developed and ranked suitable life cycle sustainability performance criteria for modular buildings through a comprehensive literature review and expert interviews [16]. In several studies, a holistic approach was utilized to assess sustainability from various dimensions [17], including economic, environmental and social, accessibility, adaptability, health and comfort, impact on the neighborhood, maintenance and maintainability, safety, and security [18].
- Life cycle analysis: The life cycle analysis assessment (LCA) studies can largely be categorized into materials LCA [19], components LCA (such as slabs or wall panels [20,21,22,23,24]), or systems LCA [25,26,27,28]. There were studies that conducted LCA utilizing a BIM-based approach [29,30,31,32,33,34], and design strategies were presented for reducing embodied carbon in construction projects [35].
- LCA comparisons: There were numerous studies that compared the LCA of prefabrication methods to conventional methods [36,37,38,39,40,41,42]. The results were mixed; some concluded that neither option is the absolute option, but optimal designs, a decrease in materials, and incorporating mass production can reduce the material and energy consumption [38]. One of the studies compared LCA and the cost of two engineered wood products: cross-laminated timber (CLT) versus glued-laminated timber (GLT) [43].
4.3. Structural
- Components: There are many new developments in modular construction gravity components such as new flooring or wall systems. For new flooring, there are various composite systems such as timber–steel [44,45], timber–concrete [46,47], hollow cellular panels [48], and composite concrete and expanded polystyrene (RC-EPS slabs) [49]. For new developments in walls or panels, there were prefabricated cross-laminated timber using Australian Radiata Pine [50], composite steel walls [51], infill walls using traditional materials [52], straw bale wall panels [53], prefabricated hybrid steel walls [54], and glass fiber-reinforced rigid polyurethane foam (PUF) and Magnesium Oxide (MgO) boards [55]. Furthermore, the three-dimensional (3D) printing of concrete for modular construction was examined [56,57,58].
- Systems: A few different types of failure mechanisms were studied on prefabricated structural systems including multi-family buildings under gas explosions [59] and progressive failure of large-panel buildings [60]. Structural performance was tested in prefabricated buildings constructed of various materials including timber [61,62], cold-formed steel [63,64], and hybrid light steel panel and modular systems [65]. There were also other experimental tests conducted for vibrations in lightweight steel floors [66] and for deformations in multistory large-timber-panel buildings [62].
- Connections: There were a few experiments that conducted structural performance of inter-module connections using concrete-filled steel tubular columns [67], glued-in multiple steel rod connections in CLT [68], and CLT-panel-to-foundation-angle-bracket connections [69]. For non-structural performance, a seal-sealing joint was tested for airtightness and thermal bridging effects [70].
- Existing building assessment: For retrofit projects, some were related to (1) occupancy change: for example, a timber residential building that was converted into a shop, nursey, or office [71]; (2) the retrofit of reinforced concrete buildings with prefabricated timber panels [72], and the retrofit of reinforced concrete or unreinforced masonry buildings with textile-reinforced concrete panels; and (3) modernization projects for large-panel construction built in 1970s and 1980s in Central European countries [73].
4.4. Energy/Environment
- Energy: Energy efficiency was examined for various project locations (1) in Hong Kong for the operational phase of a residential building [74] and (2) for prefabricated buildings in China [75]. Also, energy efficiency was examined for various materials, including phase-change materials in the walls [76], timber buildings [77] and utilizing recycled materials [78].
- b.
- Environmental hazards: In a paper by Kubeckova et al. [86], the air quality of renovated residential buildings, constructed between 1950 and 1990 using panel construction, was examined in the Czech Republic and Europe. Although the systematic renovations of these buildings led to energy savings, the study reported that this has also contributed to the hygienic damage of housing units and an unhealthy interior microclimate. Thus, this paper examines the interaction between indoor air quality and renovated residential panel buildings.
4.5. Factory Build
- Supply chain: In the Kitchener/Waterloo region of Canada, one study developed a framework to source more reclaimed construction materials. Applying their framework into a multi-residential building design to source reclaimed window and door components, the framework selected 35% reclaimed construction materials and 65% new materials [97]. There are other studies that document the viability of CLT sourcing in the United Kingdom [98], as well as procurement options in specific countries, such as Australia [99] and New Zealand [100,101].
- Working conditions: Skilled labor availability is an important part of prefabricated and modular residential construction. Two types of studies were identified: one that identified the issues of worker availability and another that analyzed multi-worker performance. A study conducted in New Zealand stated that the demand for housing has outgrown the availability of skilled workers; the study aimed to identify these issues within the prefabricated residential constructor sector [102]. In another study [103], a new methodology was developed to model a complex multi-worker physical process to obtain ergonomic and/or performance analysis.
- Quality Assurance–Quality Control: There are a few studies that evaluated the quality of the prefabricated modular construction [104,105] and monitored damage [106,107] to improve structural stability and optimize the building maintenance management, resulting in reduced economic and environmental costs for renovations.
- Waste management: Generating waste from construction and demolition is a critical problem, as this is disposed of in landfills. A few studies aimed to reduce waste and to increase waste recycling. Seeboo conducted a study with concrete and masonry unit buildings [108] to determine how much construction and demolition waste (CDW) was generated in the measurements of blocks. By adjusting the floor layout and the building dimensions, the CDW of 16.29% reduced 6.59% in cut-off waste. Another study has quantified construction waste in the early design of Spanish residential buildings utilizing BIM [109] to increase waste recycling. Lastly, a case study in China found that the construction waste of prefabricated systems reduced waste when compared with conventionally built systems [110].
- Optimization in productivity: Effects of productivity on the assembly line of prefabricated and modular buildings can result in significant financial savings. Studies have documented optimizing productivity (1) in component assemblies, such as doors [111]; (2) through scheduling [112]; (3) stacking sequence of precast concrete slab [113] or lean approach to prefabricated wall stacking, sequencing, and locating [114]; (4) logistics in operation (manufacturing, storage, and assembly) [115]; or (5) through automation in operations [116]. There was also a case study that compared prefabricated construction productivity to that of conventional construction [117,118], and a study in China that combined the advantages of prefabricated construction with traditional methods [119]
- Scheduling: Similarly, the effects of good scheduling can result in substantial financial savings. A study by Gao et al. studied a residential building project with precast components: by facilitating dynamic planning, scheduling, optimization, and progress monitoring [120], they reported improved efficiency and effectiveness of project execution. Another study [121] aimed to develop a task-based expert system for progress scheduling for the reinforced concrete construction of modular multistory buildings.
- Cost: The prefabricated costs were generally reported as lower and specific savings were reported in materials [28,78], time [70,117,122], labor, waste [110], and energy or operational costs [10,11,72,78]. Some studies reported cost savings from the use of specific components such as lightweight concrete with recycled materials of granulated expanded glass aggregates (GEGAs) [122] or prefabricated ultra-shallow and lightweight flooring system [21]. There were other studies that reported a higher cost with other advantages. In a case study of a prefabricated modular residential building conducted in South Korea, it was reported that the direct construction cost of the modular construction was 8% more expensive compared to conventional reinforced concrete construction [123] but had reduced environmental impacts.
- Modular bathroom pods: Prefabricated bathroom pods offer several advantages including time and cost savings, streamlining the construction process and improved quality control. A study in Melbourne, Australia [124], examined these concepts through a semi-modular flexible solution for constructing a residential bathroom “wet” wall in high-rise buildings, where the walls were assembled at a factory, and later installed in the building. The study noted efficiencies in time, labor, and materials, compared to conventional construction. On the other hand, a study in the United Kingdom (U.K.) described the challenges of adopting prefabricated bathrooms [125,126]. This study stated that the lack of use in the U.K. is due to the perception that the maintenance is difficult and expensive. This study conducted cost comparisons of precast concrete modules, glass-reinforced polyester (GRP) modules, and conventional bathrooms. Their results showed that the GRP modules required the lowest maintenance costs, while conventional bathrooms were significantly more expensive to maintain. Another use for prefabricated bathrooms was in rural areas, where finding the best Mechanical, Electrical, and Plumbing (MEP) systems was difficult. A study was conducted in a rural and isolated region in Nunavik, Quebec; they found that a modularized MEP system demonstrated a reduction in installation cost and an increase in local job creation [127].
4.6. Installation
- Assembly: Once the prefabricated modular structures are constructed at a factory, they are delivered for on-site assembly. At this stage, studies were found in (1) erection or assembly methods, (2) guidelines for hybrid modular buildings that allow module interchangeability and fast plug-in and plug-out methods, (3) site layouts for hoisting efficiency, (4) jobsite safety, and (5) foundations.
- b.
- Delivery optimization: In prefabricated construction, transportation is essential in linking a factory to a project’s jobsite. In these projects, transportation is often considered a fixed-cost, but a study by Ahn and Al-Hussein [139] developed a GPS-data-based prediction model to estimate the number of trailers and duration.
- c.
- Disassembly: Although there is an emphasis on circularity principles in prefabricated design, there is a lack of written guidance for the disassembly or recycling of the construction materials. A study by Torres et al. [140] deconstructed the disassembly actions, identified the level of difficulty, and classified the recovered materials into three categories: reusable, recyclable, and waste. They found that the lack of design criteria or information for disassembly significantly limited the system’s circularity, as it prioritizes assembly speed and energy performance. This study aimed to establish a design of lightweight timber-framed panel design toward systems more aligned with circularity principles. In another study [141], the authors discussed ways of repurposing precast modules in new layouts with the “design for disassembly” concept.
4.7. Policy, Possibilities, and Challenges
- Policies: To build prefabricated homes, various policies should be implemented to reach housing, affordability, and sustainability goals. Various papers described the current policies, initiatives, or ways to implement guidelines in Europe [142], such as the United Nations’ Waste Framework Directive aiming at reuse instead of recycling [143], Asia [144,145,146,147], the United States [148], and Australia [149].
- Possibilities and challenges: A study by Kirscheke and Sietko explored the potential of prefabricated construction in Poland and Germany [150], while various papers indicated that education or enablers need to be implemented to realize the potential of prefabricated construction in Egypt [151], China [152], Malaysia [153], and Hong Kong [154].
4.8. Case Studies
- Canada: A case study was reported from Quebec, Canada [174].
- Other: Other case studies consisted of (1) post-disaster housing, including earthquakes [175,176]; (2) senior affordable housing [177]; (3) temporary housing for refugees [178] and migrant workers in China [179]; (4) tiny portable housing in the Netherlands [180]; (5) container homes [181]; and (6) net-zero buildings [182,183].
5. Opportunities and Challenges
5.1. Emerging Trends
5.2. Opportunities
5.3. Challenges
5.4. Limitations
5.5. Future Work
6. Conclusions
Funding
Conflicts of Interest
References
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Year | Total | Site-Built 1 | Panelized 2 | Modular 3 | Manufactured 4 | ||||
---|---|---|---|---|---|---|---|---|---|
1994 | 1466 | 1093 | 74.6% | 38 | 2.6% | 30 | 2.0% | 304 | 20.7% |
1995 | 1406 | 1001 | 71.3% | 35 | 2.5% | 29 | 2.1% | 340 | 24.2% |
1996 | 1492 | 1059 | 71.0% | 37 | 2.5% | 32 | 2.1% | 363 | 24.4% |
1997 | 1471 | 1046 | 71.2% | 40 | 2.7% | 30 | 2.0% | 354 | 24.1% |
1998 | 1534 | 1082 | 70.6% | 44 | 2.9% | 34 | 2.2% | 373 | 24.3% |
1999 | 1620 | 1197 | 73.9% | 40 | 2.5% | 34 | 2.1% | 348 | 21.5% |
2000 | 1493 | 1163 | 77.9% | 40 | 2.7% | 39 | 2.6% | 250 | 16.8% |
2001 | 1450 | 1184 | 81.7% | 42 | 2.9% | 30 | 2.1% | 193 | 13.3% |
2002 | 1494 | 1246 | 83.4% | 46 | 3.1% | 33 | 2.2% | 168 | 11.3% |
2003 | 1519 | 1313 | 86.5% | 41 | 2.7% | 33 | 2.2% | 131 | 8.6% |
2004 | 1664 | 1454 | 87.4% | 42 | 2.5% | 36 | 2.2% | 131 | 7.9% |
2005 | 1783 | 1565 | 87.8% | 44 | 2.5% | 26 | 1.5% | 147 | 8.2% |
2006 | 1772 | 1579 | 89.1% | 40 | 2.3% | 35 | 2.0% | 117 | 6.6% |
2007 | 1316 | 1166 | 88.7% | 31 | 2.4% | 22 | 1.7% | 96 | 7.3% |
2008 | 902 | 779 | 86.5% | 23 | 2.6% | 17 | 1.9% | 82 | 9.1% |
2009 | 571 | 497 | 87.2% | 11 | 1.9% | 12 | 2.1% | 50 | 8.7% |
2010 | 548 | 473 | 86.5% | 12 | 2.2% | 12 | 2.2% | 50 | 9.1% |
2011 | 500 | 427 | 85.6% | 10 | 2.0% | 10 | 2.0% | 52 | 10.4% |
2012 | 538 | 465 | 86.6% | 8 | 1.5% | 9 | 1.7% | 55 | 10.2% |
2013 | 630 | 548 | 87.1% | 11 | 1.7% | 10 | 1.6% | 60 | 9.6% |
2014 | 684 | 601 | 88.0% | 10 | 1.5% | 8 | 1.2% | 64 | 9.4% |
2015 | 721 | 628 | 87.3% | 11 | 1.5% | 10 | 1.4% | 71 | 9.8% |
2016 | 821 | 713 | 86.9% | 15 | 1.8% | 11 | 1.3% | 81 | 9.9% |
2017 | 889 | 769 | 86.6% | 12 | 1.4% | 14 | 1.6% | 93 | 10.5% |
2018 | 939 | 812 | 86.6% | 12 | 1.3% | 17 | 1.8% | 97 | 10.3% |
2019 | 999 | 879 | 88.1% | 11 | 1.1% | 13 | 1.3% | 95 | 9.5% |
2020 | 1007 | 884 | 87.8% | 11 | 1.1% | 17 | 1.7% | 94 | 9.4% |
2021 | 1077 | 946 | 87.9% | 10 | 0.9% | 14 | 1.3% | 106 | 9.8% |
2022 | 1137 | 997 | 87.8% | 12 | 1.1% | 14 | 1.2% | 113 | 9.9% |
2023 | 1089 | 972 | 89.3% | 12 | 1.1% | 15 | 1.4% | 89 | 8.2% |
1. Architecture | 2. Sustainability | 3. Structural | 4. Energy/Environment |
[a] Automated design [b] Active and passive design [c] Optimized design considerations ▪ Modular configurations ▪ Layout designs ▪ Minimize LCA ▪ Minimize energy ▪ Minimize structural waste | [a] Assessment framework [b] Life cycle analysis (LCA) ▪ Materials ▪ Components ▪ Systems ▪ LCA Methods ▪ Design strategies to lower LCA [c] LCA comparisons ▪ Components ▪ Systems | [a] Components ▪ Gravity components/frames ▪ Floors ▪ Walls ▪ 3D printing of concrete [b] Systems ▪ Failure assessment ▪ Structural performance [c] Connections ▪ Structural ▪ Non-structural [d] Existing building assessment | [a] Energy ▪ Efficiency ▪ Cooling/Heating ▪ Performance ▪ Design strategies to lower energy ▪ Wall/envelope components [b] Environmental hazards ▪ Air quality ▪ Climate change ▪ Contaminant exposure ▪ Fire performance |
5. Factory Build | 6. Installation | 7. Policy, Possibilities, and Challenges | 8. Case Studies |
[a] Supply chain [b] Working conditions [c] QAQC ▪ Quality evaluation ▪ Monitoring damage [d] Waste management [e] Optimization in productivity [f] Scheduling [g] Cost [h] Modular bathroom pods | [a] Assembly ▪ Crane use ▪ Safety ▪ Foundations [b] Delivery optimization [c] Disassembly ▪ End of life | [a] Policies ▪ Europe ▪ Asia ▪ USA ▪ Australia [b] Possibilities and Challenges ▪ Possibilities ▪ Challenges ▪ Economic viability ▪ Buyer preferences ▪ Current practices | [a] Various countries ▪ Europe ▪ Asia ▪ USA/Canada [b] Other ▪ Post-disaster housing ▪ Homeless housing ▪ Senior housing ▪ Temporary housing ▪ Container homes ▪ Net-zero buildings |
Optimized Dimensions | Material Selection | Structural System |
---|---|---|
1. Architecture 3. Structural 5. Factory Build 6. Installations | 1. Architecture 2. Sustainability 3. Structural 4. Energy/Environment 5. Factory Build 6. Policy | 2. Sustainability 5. Factory Build 6. Installation |
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Kim, S. Prefabricated and Modularized Residential Construction: A Review of Present Status, Opportunities, and Future Challenges. Buildings 2025, 15, 2889. https://doi.org/10.3390/buildings15162889
Kim S. Prefabricated and Modularized Residential Construction: A Review of Present Status, Opportunities, and Future Challenges. Buildings. 2025; 15(16):2889. https://doi.org/10.3390/buildings15162889
Chicago/Turabian StyleKim, Sunai. 2025. "Prefabricated and Modularized Residential Construction: A Review of Present Status, Opportunities, and Future Challenges" Buildings 15, no. 16: 2889. https://doi.org/10.3390/buildings15162889
APA StyleKim, S. (2025). Prefabricated and Modularized Residential Construction: A Review of Present Status, Opportunities, and Future Challenges. Buildings, 15(16), 2889. https://doi.org/10.3390/buildings15162889