{"title":"Automatic method to predict visual pleasantness and unpleasantness of streetscapes and identify key microscale components for improving pedestrian environments","authors":"Meesung Lee , Byungjoo Choi , Sungjoo Hwang","doi":"10.1016/j.dibe.2025.100652","DOIUrl":"10.1016/j.dibe.2025.100652","url":null,"abstract":"<div><div>Despite advances in computer vision-based streetscape evaluation, studies often overlook the influence of diverse microscale components and attributes like materials and combinations. This paper presents an automatic method to predict the visual quality of streetscape images from a pedestrian perspective, focusing on pleasantness and unpleasantness. Key components and combinations affecting this quality are identified. A dataset of 5000 streetscape images was developed, each labeled with 50 survey responses and component data. The image-based model outperformed previous approaches using both image and non-image inputs. The components contributing to pleasantness–unpleasantness were identified through Shapley-Additive-exPlanation analysis. Results showed that green space, traffic elements, pedestrian amenities, and street materials impact visual quality with varying combination effects. This study advances urban evaluation by developing an automatic method to predict streetscape quality and analyze microscale components. The findings contribute to practical urban improvements and facilitate more informed, effective decision-making in planning, design, and stakeholder engagement.</div></div>","PeriodicalId":34137,"journal":{"name":"Developments in the Built Environment","volume":"22 ","pages":"Article 100652"},"PeriodicalIF":6.2,"publicationDate":"2025-04-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"143785529","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"OA","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Yubo Sun , Yaxin Tao , Zhenming Li , Wenjun Lu , Zhiyuan Liu , Shengtian Zhai , Jian Zhang
{"title":"Accelerated carbonation of MSWI fly ash as a supplementary precursor in alkali-activated materials","authors":"Yubo Sun , Yaxin Tao , Zhenming Li , Wenjun Lu , Zhiyuan Liu , Shengtian Zhai , Jian Zhang","doi":"10.1016/j.dibe.2025.100651","DOIUrl":"10.1016/j.dibe.2025.100651","url":null,"abstract":"<div><div>The supply of blast furnace slag (BFS) for alkali-activated materials (AAMs) has declined due to increased scrap recycling and BFS usage in cement industry. Sustainable supplementary precursors are urgently needed to ensure the progress of AAMs. This study treated municipal solid waste incineration (MSWI) fly ash (MFA) with accelerated carbonation (AC) to convert the waste material into suitable precursors. MFA exhibited strong CO<sub>2</sub> capture due to the presence of slaked lime, with calcite content rising by 67 % after 6-h of AC. Heavy metal leaching was significantly reduced, with Cu and Pb leachate decreasing by 53.1 % and 73.5 %, respectively. AAM mixtures with 0–50 wt% carbonated MFA (CMFA) were tested. While CMFA slowed early structuration and altered fresh mixture properties, 10 wt% CMFA achieved comparable 28-day strength to the reference, and heavy metal leachate from hardened mortars met environmental standards. Results have confirmed CMFA is a viable supplementary precursor for AAMs.</div></div>","PeriodicalId":34137,"journal":{"name":"Developments in the Built Environment","volume":"22 ","pages":"Article 100651"},"PeriodicalIF":6.2,"publicationDate":"2025-04-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"143785530","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"OA","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"Strengthening and impact performance of reinforced concrete (RC) beams using various high-performance fiber-reinforced cementitious composites (HPFRCCs)","authors":"Booki Chun, Seung Won Lee, Doo-Yeol Yoo","doi":"10.1016/j.dibe.2025.100650","DOIUrl":"10.1016/j.dibe.2025.100650","url":null,"abstract":"<div><div>This study investigates the strengthening effect of various high-performance fiber-reinforced cementitious composites (HPFRCCs) on the impact resistance of reinforced concrete (RC) beams. Four different HPFRCCs—ultra-high-performance concrete (UHPC), high-performance strain-hardening cementitious composite (HPSHCC), engineered cementitious composite (ECC), and ultra-rapid-hardening strain-hardening cementitious composite (URSHCC)—were evaluated alongside a normal-strength concrete (NSC) as a control. The results showed that RC beams strengthened with UHPC and HPSHCC achieved the highest flexural load capacities, approximately 8 % greater than the plain RC beam. While UHPC reduced flexural ductility due to its lower tensile strain capacity, HPSHCC enhanced ductility. Strengthening with HPFRCCs also led to a reduction in maximum deflection under impact, with the S-UHPC beam showing the lowest deflection. Despite impact damage, RC beams retained residual flexural strength similar to undamaged beams but exhibited reduced flexural stiffness and ultimate deflection. However, UHPC and URSHCC experienced decreased load capacity after impact due to deformation beyond their tensile strain limits. These findings highlight the effectiveness of HPFRCCs, particularly HPSHCC, in improving the impact resistance and post-damage performance of RC beams.</div></div>","PeriodicalId":34137,"journal":{"name":"Developments in the Built Environment","volume":"22 ","pages":"Article 100650"},"PeriodicalIF":6.2,"publicationDate":"2025-04-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"143759461","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"OA","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Shitong Hou , Yuxuan Wang , Tao Wu , Han Shen , Jingwei Zhao , Lei He
{"title":"Rapid array images stitching for underwater structures based on camera integrated calibration with multi-scale detectable features pattern","authors":"Shitong Hou , Yuxuan Wang , Tao Wu , Han Shen , Jingwei Zhao , Lei He","doi":"10.1016/j.dibe.2025.100649","DOIUrl":"10.1016/j.dibe.2025.100649","url":null,"abstract":"<div><div>Optical inspection has emerged as a mainstream method for underwater structure assessment but presents several limitations, such as restricted fields of view, suboptimal image stitching, and inefficiencies. To address these problems, this paper proposes an image stitching method based on camera integrated calibration, obviating the need for feature extraction. Laboratory experiments validate the efficacy of various stitching methods. Compared to feature extraction-based methods, the proposed method reduces processing time by approximately 60 %, achieving a stitching time of 42 s for high-resolution images. The proposed method also achieves superior image quality, with information entropy of 6.7, an average gradient of 1.8, and a spatial frequency of 5.0. Additionally, a quantitative evaluation reveals that the proposed method achieves a stitching quality score of 64, surpassing the feature extraction-based method's score of 63, with fewer distortions and improved clarity. This paper contributes to advancing underwater multi-camera optical detection methodologies.</div></div>","PeriodicalId":34137,"journal":{"name":"Developments in the Built Environment","volume":"22 ","pages":"Article 100649"},"PeriodicalIF":6.2,"publicationDate":"2025-04-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"143738321","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"OA","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Le Li , Ziyi Liu , Wenfeng Liu , Zeyu Wang , Chunsheng Zhou , Qiang Zeng
{"title":"Microstructure and transport properties of cement mortar made with recycled fine ceramic aggregates","authors":"Le Li , Ziyi Liu , Wenfeng Liu , Zeyu Wang , Chunsheng Zhou , Qiang Zeng","doi":"10.1016/j.dibe.2025.100643","DOIUrl":"10.1016/j.dibe.2025.100643","url":null,"abstract":"<div><div>Effective utilization of recycled ceramics in building materials has received growing interests. This study focuses on the utilization of household ceramic wastes generated by the ceramic manufacturing industry in Jingdezhen. An experimental study on strengths (compression/bending tests), durability indexes (gas permeation/water absorption tests), and microstructure (mercury intrusion porosimetry/scanning electron microscopy techniques) of mortars using fine ceramic aggregate (CA) as a partial and total substitution of natural sand was carried out. Results indicate that (1) CA incorporation improves the compressive/flexural strengths at 20% substitution and further substitution leads to reduction in the strengths; (2) CA-modified mortars possess a higher ressistance against gas permeation and water absorption; (3) CA roughly narrows the critical pore size, and the durability indexes present linear correlations with characteristic pore parameters; (4) reasonable utilization of household ceramic wastes in concrete construction can contribute to waste management along with enhancing concrete properties.</div></div>","PeriodicalId":34137,"journal":{"name":"Developments in the Built Environment","volume":"22 ","pages":"Article 100643"},"PeriodicalIF":6.2,"publicationDate":"2025-03-21","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"143704436","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"OA","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Qiang Li , Peixuan Wang , Xianzhe Li , Jun Zhang , Mingfeng Huang , Dongming Lu
{"title":"Data-model hybrid-driven and artificial intelligence-based monitoring threshold update and short-term response prediction for high-formwork support system","authors":"Qiang Li , Peixuan Wang , Xianzhe Li , Jun Zhang , Mingfeng Huang , Dongming Lu","doi":"10.1016/j.dibe.2025.100645","DOIUrl":"10.1016/j.dibe.2025.100645","url":null,"abstract":"<div><div>In recent years, the frequency of collapse accidents involving ultra-high reinforced concrete formwork support systems has increased, highlighting the need for real-time monitoring and timely early warnings during construction. At present, there are no standardized methods for determining monitoring thresholds for high-formwork support systems, and existing monitoring systems lack trend prediction capabilities, limiting their effectiveness in advance prediction and early warning of structural responses. This paper aims to propose a data-model hybrid-driven framework for determining and updating monitoring thresholds, as well as for short-term response prediction of high-formwork support systems. The proposed framework consists of three key modules. The first module is a visual monitoring system for detecting structural displacement, which collects data, issues real-time warnings, and continuously feeds information to the second module. The second module focuses on determining and updating monitoring thresholds through a data-model hybrid approach and supplies extensive training samples for the third module. The third module concentrates on short-term prediction of structural displacement response and construction load inversion using the CNN-BiLSTM-Adaboost algorithm. This algorithm predicts displacement trends in high-formwork support structures up to 1 h in advance, providing early warnings. Additionally, it quickly and accurately estimates the upper construction load, enabling precise emergency measures and reducing the impact of adverse load effects.</div></div>","PeriodicalId":34137,"journal":{"name":"Developments in the Built Environment","volume":"22 ","pages":"Article 100645"},"PeriodicalIF":6.2,"publicationDate":"2025-03-19","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"143697759","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"OA","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"Self-healing responses of cementitious tailings materials to changing drainage conditions","authors":"Weizhou Quan, Mamadou Fall","doi":"10.1016/j.dibe.2025.100648","DOIUrl":"10.1016/j.dibe.2025.100648","url":null,"abstract":"<div><div>Cemented paste backfill (CPB) is an innovative mine backfilling method widely used in underground mining operations around the world. In field applications, CPB structures can experience a range of drainage conditions, varying from undrained to fully drained states. However, the influence of these varying drainage conditions on the self-healing behavior and performance of CPB remains unknown, as no studies to date have addressed this critical knowledge gap. This study addresses this gap by evaluating the self-healing efficiency of CPB under three drainage scenarios: full drainage, partial drainage, and no drainage. Results show that drainage conditions significantly influence self-healing performance, with specimens under partial or full drainage demonstrating superior crack closure and recovery of mechanical and hydraulic properties compared to undrained specimens. These findings enhance understanding of CPB's self-healing mechanisms and offer practical insights for improving the durability and stability of CPB structures in mining applications.</div></div>","PeriodicalId":34137,"journal":{"name":"Developments in the Built Environment","volume":"22 ","pages":"Article 100648"},"PeriodicalIF":6.2,"publicationDate":"2025-03-18","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"143681133","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"OA","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"Performance study of Portland cement grouting materials enhanced with nanobubbles","authors":"Xinxin Zhang , Jiachen Zhu , Xiaolong Zhang , Lubo Tang , Xiaobin Chen , Haidong Wu , Jiale Yang","doi":"10.1016/j.dibe.2025.100647","DOIUrl":"10.1016/j.dibe.2025.100647","url":null,"abstract":"<div><div>This study investigates the use of nanobubbles as an innovative additive to enhance Portland cement grouts in geotechnical engineering. Unlike conventional nanomaterials that tend to aggregate, nanobubbles are rapidly generated and remain stably dispersed due to electrostatic repulsion. Systematic experiments with varying water-cement ratios were conducted to evaluate their effects on key cement grouting performance parameters. Results indicate that nanobubbles reduce internal friction within the cement slurry by acting as lubricants between cement particles, improving flowability by 7.5 % and enhancing rheological properties. Their surface electronegativity facilitates uniform particle dispersion, thereby increasing slurry stability. Furthermore, XRD and SEM analyses reveal that nanobubbles accelerate hydration kinetics by providing abundant nucleation sites, promoting calcium hydroxide (CH) formation, and refining the microstructure. This densification leads to a 4.8 %–24.1 % increase in 28-day compressive strength. The findings demonstrate a scalable and sustainable approach for high-performance cement grouts, advancing nanotechnology applications in construction.</div></div>","PeriodicalId":34137,"journal":{"name":"Developments in the Built Environment","volume":"22 ","pages":"Article 100647"},"PeriodicalIF":6.2,"publicationDate":"2025-03-17","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"143681132","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"OA","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"Greenhouse gas emission of recycled concrete production for pavement construction considering carbon uptake","authors":"Xianjia Huang , Yisong Ouyang , Dawei Zhang , Huayang Yu","doi":"10.1016/j.dibe.2025.100646","DOIUrl":"10.1016/j.dibe.2025.100646","url":null,"abstract":"<div><div>The carbonation or uptake effects are often ignored when quantifying the greenhouse gas (GHG) emissions from recycled concrete production, resulting in a neglected balance between carbon emissions and absorption. This study specifically considers these effects using the life cycle assessment (LCA) methodology to quantify GHG emissions from recycled concrete used for pavements. The cradle-to-gate LCA includes raw material extraction, transportation, production, and carbonation during mixing and curing. The findings indicate that (1) the net GHG emissions of recycled concrete are lower than those of virgin concrete, with higher recycled coarse aggregates (RCA) replacement rates leading to further emission reductions. (2) carbonation during the production phase significantly contributes to carbon capture, thus reducing the overall GHG emissions. (3) recycled concrete has lower environmental costs and requires less green area for carbon absorption than conventional concrete, highlighting the environmental and economic benefits of using recycled concrete in pavement construction.</div></div>","PeriodicalId":34137,"journal":{"name":"Developments in the Built Environment","volume":"22 ","pages":"Article 100646"},"PeriodicalIF":6.2,"publicationDate":"2025-03-17","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"143681134","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"OA","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Oleksandr Melnyk , Marco Huymajer , Christian Huemer , Lucas Rosenberger , Alexandra Mazak-Huemer
{"title":"A case study on integrating data analysis and process mining in conventional tunnel construction","authors":"Oleksandr Melnyk , Marco Huymajer , Christian Huemer , Lucas Rosenberger , Alexandra Mazak-Huemer","doi":"10.1016/j.dibe.2025.100640","DOIUrl":"10.1016/j.dibe.2025.100640","url":null,"abstract":"<div><div>Conventional tunnel construction often relies on manual methods of construction process analysis, using tools such as paper-based cycle diagrams or spreadsheets, which lack immediate updates and capabilities, limiting performance evaluation, communication, and decision-making. As a result, moving to a fully digital process incorporating business intelligence capabilities can deliver benefits by improving data-driven decision-making, operational efficiency and resource allocation. This paper presents a case study using construction documentation to evaluate the applicability of data and process analytics in conventional tunnelling. We also present a novel approach to visualising and analysing construction sequence deviations. The study demonstrates how data and process analysis can be utilised to evaluate the activity sequences, the duration of single activities, advance rates, and general project performance. By adhering to established industry standards, this research examines the practical implementation of data analysis methods in operational tunnelling environments, contributing to the development of integrated digital workflows.</div></div>","PeriodicalId":34137,"journal":{"name":"Developments in the Built Environment","volume":"22 ","pages":"Article 100640"},"PeriodicalIF":6.2,"publicationDate":"2025-03-14","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"143643543","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"OA","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}