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Cover Image, Volume 40, Issue 11 Comput. Aided Civ. Infrastruct. Eng. (IF 8.5) Pub Date : 2025-04-20
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Cover Image, Volume 40, Issue 11 Comput. Aided Civ. Infrastruct. Eng. (IF 8.5) Pub Date : 2025-04-20
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Issue Information Comput. Aided Civ. Infrastruct. Eng. (IF 8.5) Pub Date : 2025-04-20
Click on the article title to read more.
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Three‐dimensional morphological analysis of Chang'e‐5 lunar soil using deep learning‐automated segmentation on computed tomography scans Comput. Aided Civ. Infrastruct. Eng. (IF 8.5) Pub Date : 2025-04-19
Siqi Zhou, Yu Jiang, Xinyang Tao, Feng Li, Chi Zhang, Wei Yang, Yangming GaoGrain morphology is a fundamental characteristic of lunar soil that influences its mechanical properties, sintering behavior, and in situ resource utilization. However, traditional two‐dimensional imaging methods are time‐consuming and lack full three‐dimensional (3D) structural information. This study presents an automated deep learning‐based segmentation and reconstruction algorithm for high‐resolution
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Predicting pavement cracking performance using laser scanning and geocomplexity‐enhanced machine learning Comput. Aided Civ. Infrastruct. Eng. (IF 8.5) Pub Date : 2025-04-19
Chunjiang Chen, Yongze Song, Wenbo Lv, Ammar Shemery, Keith Hampson, Wen Yi, Yun Zhong, Peng WuTransport infrastructure is vulnerable to crack formation and deterioration due to aging and repetitive loading. Accurate and timely crack assessment and prediction are crucial for effective road maintenance, but existing studies often rely on individual indicators such as crack types, attributes, and severity, which fail to capture the full complexity of crack deterioration. Furthermore, limited research
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Parameter identification in prestressed concrete beams by incremental beam–column equation and physics‐informed neural networks Comput. Aided Civ. Infrastruct. Eng. (IF 8.5) Pub Date : 2025-04-19
Yifan Yang, Zengwei Guo, Zhiyuan LiuThis paper explores a novel methodology for identifying prestress force (and bending rigidity) from the perspective of static deflection methods and derives an incremental beam–column equation (iBCE) by elucidating the mechanisms underlying the long‐ and short‐term behaviors, with particular emphasis on a physical system that disregards long‐term deflections, including self‐weight and equivalent lateral
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A hybrid machine learning framework for wind pressure prediction on buildings with constrained sensor networks Comput. Aided Civ. Infrastruct. Eng. (IF 8.5) Pub Date : 2025-04-19
Foad Mohajeri Nav, Seyedeh Fatemeh Mirfakhar, Reda SnaikiAccurate and efficient prediction of wind pressure distributions on high‐rise building façades is crucial for mitigating structural risks in urban environments. Conventional approaches rely on extensive sensor networks, often hindered by cost, accessibility, and architectural limitations. This study proposes a novel hybrid machine learning (ML) framework that reconstructs high‐fidelity wind pressure
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Seismic performance of innovative precast dry and strong beam-column connection J. Build. Eng. (IF 6.7) Pub Date : 2025-04-19
Wei Zhang, Seonhoon Kim, Deuckhang (DK) Lee, Hyunjin Ju, Lizhao Dai, Lei WangThis study presents a novel precast beam-column connection system featured with high constructability, stability during construction, and also fast-built construction by utilizing dry connection details. To examine its emulative seismic performance, a precast concrete (PC) beam-column connection specimen with strong connection details and a corresponding reinforced concrete (RC) control specimen with
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Robust skeleton-based AI for automatic multi-person fall detection on construction sites with occlusions Autom. Constr. (IF 9.6) Pub Date : 2025-04-18
Doil Kim, Xiaoqun Yu, Shuping XiongRapid and accurate automatic fall detection is essential for improving worker safety and reducing the severity of fall-related incidents on construction sites. To address the challenges of real-time detection in complex and obstructed construction environments, this paper develops a specialized dataset for fall scenarios and introduces a skeleton-based AI model called YOSAP-LSTM. This model integrates
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Intelligent design and evaluation of tunnel support structure systems Autom. Constr. (IF 9.6) Pub Date : 2025-04-18
Ziquan Chen, Chuan He, Zihan Zhou, Xuefu Zhang, Yuanfu Zhou, Fenglei Han, Wei MengWith the rapid development of artificial intelligence, intelligent algorithms for parameter nonlinear mapping provide a new design approach to address the long-term reliance on empirical design in tunnel engineering. This paper proposes an intelligent model for predicting support structure parameters based on tunnel background information. After comparing the characteristics of machine learning and
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Transformer-based time-series GAN for data augmentation in bridge digital twins Autom. Constr. (IF 9.6) Pub Date : 2025-04-18
Vahid Mousavi, Maria Rashidi, Shayan Ghazimoghadam, Masoud Mohammadi, Bijan Samali, Joshua DevittRecent advancements in AI-based Digital Twins (DTs) have substantially influenced bridge monitoring and maintenance, especially through Deep Learning (DL) for sensor-based damage detection. However, the effectiveness of DL models is constrained by the extensive training data they require, which is often costly and time-consuming to collect in bridge infrastructure contexts. To address this data scarcity
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Personalized construction safety training system using conversational AI in virtual reality Autom. Constr. (IF 9.6) Pub Date : 2025-04-18
Aqsa Sabir, Rahat Hussain, Akeem Pedro, Chansik ParkTraining workers in safety protocols is crucial for mitigating job site hazards, yet traditional methods often fall short. This paper explores integrating virtual reality (VR) and large language models (LLMs) into iSafeTrainer, an AI-powered safety training system. The system allows trainees to engage with trade-specific content tailored to their expertise level in a third-person perspective in a non-immersive
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Bridge scour morphology identification and reconstruction using 3D sonar point cloud data Autom. Constr. (IF 9.6) Pub Date : 2025-04-18
Zelin Huang, Yanjie Zhu, Wen Xiong, C.S. Cai3D multibeam sonar is a feasible solution for detecting bridge scour. However, the reliance on technicians for the identification of the morphological characteristics of local scour pits is time-consuming and subjective, and the absence of surface data hinders scour morphology analysis. Hence, an algorithm is proposed for the unsupervised identification and precise reconstruction of bridge scour morphology
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Augmented Reality-based construction site management using optimized BIM and project schedule integration Autom. Constr. (IF 9.6) Pub Date : 2025-04-18
Sanyukta Arvikar, Pa Pa Win Aung, Gichun Cha, Seunghee ParkThe construction industry has experienced significant transformation with the adoption of Building Information Modeling (BIM) technology, which provides a virtual representation of both the physical and functional components of construction projects. In this context, project scheduling becomes a vital tool for site managers to assess construction progress. This paper introduces an augmented reality
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Ontology for holistic building performance modeling and analysis Autom. Constr. (IF 9.6) Pub Date : 2025-04-18
Duygu Utkucu, Rafael SacksBuilding performance modeling and analysis using Building Information Modeling (BIM) platforms remains fragmented, requiring various software applications to address different disciplines. Challenges in data extraction, transfer, and integration arise due to inconsistencies in vendor-specific data schemas and limited interoperability. Moreover, OpenBIM data schemas lack comprehensive object definitions
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A state-of-the-art review on failure mechanisms in buried plastic pipes Tunn. Undergr. Space Technol. (IF 6.7) Pub Date : 2025-04-18
Seyed M. Yadollahi, Kalyan R. PiratlaPlastic pipes have become the primary material of choice for underground infrastructure, including water, gas, and sewer systems, due to their corrosion resistance, lightweight properties, and cost-effectiveness. However, despite their promising long design life, plastic pipes are relatively new compared to traditional materials, and limited empirical data exist on their long-term failure modes. To
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Practical approach for estimating disc cutter wear in sand-pebble-mudstone composite geomaterials: A case study Tunn. Undergr. Space Technol. (IF 6.7) Pub Date : 2025-04-18
Yingjie Wei, Yong Zeng, Guifeng Zheng, Khalid Elbaz, Yuxin JieUnder complex geological conditions, disc cutter wear in tunneling is inevitable, and excessive wear poses risks to construction safety and efficiency. This study presents a case analysis of disc cutter wear in the earth pressure balance shield (EPBS) employed in Chengdu Metro Line 18 Phase III, examining geological conditions, wear morphologies, and the relationship between driving parameters and
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Physics-based seismic fragility analysis of ductile iron pipeline with push-on joints considering uncertainties of joint mechanical properties Tunn. Undergr. Space Technol. (IF 6.7) Pub Date : 2025-04-18
Yabo Zhang, Zilan Zhong, Jinqiang Li, Benwei Hou, M.Hesham El Naggar, Chengshun XuThe nonlinear mechanical behaviour of pipeline joints influences the seismic response of water supply pipelines. This study presents an experimental investigation of the tensile behaviour of push-on joints of ductile iron (DI) pipelines, subjected to axial tensile forces and internal water pressure. The axial performance and damage states of joints are determined for push-on joints with different diameters
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Automating motor grader leveling operations: Kinematic analysis for blade pose control Autom. Constr. (IF 9.6) Pub Date : 2025-04-17
Jisu Jeon, Jangho Bae, Oyoung Kwon, Yeonho Ko, Chanwoo Kim, Seonghyeon Won, Woochul Shin, Daehie HongMotor graders are heavy construction equipment that specialize in leveling ground surfaces. These machines adjust the blade beneath the vehicle body to perform various tasks. With the growing interest in the automation of motor grader operations, the complexity of the earthmoving mechanism and multitasking while driving degrade the efficiency and performance of these operations. Controlling the blade
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Effect of carbon nanotubes on mechanical properties, and hydration process of face slab concrete at early ages J. Build. Eng. (IF 6.7) Pub Date : 2025-04-17
Zhifang Zhao, Jiahui Yao, Yin Bai, Chengzhuo Xie, Yubing Ouyang, Minmin Zhu, Yanming Liu, Yanxia LiuEarly-age cracking of face slab concrete (FSC) is a complex problem related to the mechanical properties and hydration process (HP), representing a critical durability concern for concrete face rockfill dam. The excellent physical and chemical properties of Carbon nanotubes (CNTs) enable their potential to mitigate early-age cracking in FSC. This study investigated the potential application of the
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Lateral performance of traditional Chinese penetrated mortise-tenon frames: Experimental and numerical simulation J. Build. Eng. (IF 6.7) Pub Date : 2025-04-17
Leilei Liu, Xicheng Zhang, Yiwen WuThe timber frame is the primary lateral load-resisting component in traditional Chinese timber structures. However, its limited lateral performance may lead to significant structural damage or even collapse under seismic action. Three scaled specimens of penetrated mortise-tenon frame (PMTF) were fabricated and tested under low-cyclic reversed loading to evaluate the lateral performance. This study
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Performance of thermally activated lower-grade clays – The impact of phase composition J. Build. Eng. (IF 6.7) Pub Date : 2025-04-17
Vojtěch Pommer, Kateřina Šádková, Martin Keppert, Eva Vejmelková, Dana KoňákováThe use of supplementary cementitious materials (SCMs) in concrete production is critical for reducing the carbon footprint of the construction industry. However, the potential of lower-grade clays as SCMs has not been fully explored, and a deeper understanding of their thermal activation is needed to enhance their reactivity and performance in cementitious systems. This paper investigates the thermal
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Bond performance between stainless steel reinforcement and seawater sea-sand geopolymer concrete J. Build. Eng. (IF 6.7) Pub Date : 2025-04-17
Qingmei Yang, Zhenhua Duan, Haifeng Yang, Junjie Mei, Fukun Li, Minghui LiThe integration of geopolymer with locally sourced seawater and sea sand offers a sustainable approach to reducing carbon emissions and alleviating material shortages in marine construction. The corrosive ions present in seawater sea-sand geopolymer concrete (SSGC) can be effectively mitigated by using stainless steel reinforcement (SSR), thereby significantly improving mechanical performance and durability
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Seismic behavior of L-shaped precast concrete double-faced superposed shear wall with steel truss connectors J. Build. Eng. (IF 6.7) Pub Date : 2025-04-17
Qian Gu, Yupeng Ji, Jian-Fei Cheng, Yuhao Peng, Duanfeng Zhao, Zixing RuanThis study investigates the seismic behavior of L-shaped precast concrete double-faced superposed shear walls (PCDSSWs) through both experimental and numerical analyses. A full-scale quasi-static cyclic test was conducted on an L-shaped PCDSSW specimen and a comparative cast-in-place specimen. A detailed finite element model was developed and validated using ABAQUS. Key variables, including axial load
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Theoretical and experimental investigation on mortar-sprayed corrugated steel pipe under parallel-plate loading condition Tunn. Undergr. Space Technol. (IF 6.7) Pub Date : 2025-04-17
Zihao Zhu, Cong Zeng, Xuehao Wang, Qingqing Wu, Dongting Wang, Lin Hu, Baosong Ma, Peng ZhangMortar-spraying is currently one of the most widely used trenchless pipeline rehabilitate methods, suitable for repairing various rigid and flexible pipes. Among flexible pipes, the corrugated steel pipe (CSP) is one of the primary targets for mortar-spraying rehabilitation. Different from plain pipes, the corrugation imparts lower longitudinal stiffness and more complex mechanical behavior to CSPs
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Stochastic seismic performance assessment of hydraulic tunnels considering oblique incoming P waves based on generalized probability density evolution method Tunn. Undergr. Space Technol. (IF 6.7) Pub Date : 2025-04-17
Benbo Sun, Yuanqi Shao, Mingjiang Deng, Jia XuThe non-stationary and random characteristics of seismic ground motions (SGMs) are of utmost importance in seismic design and assessment. Besides, these characteristics can be amplified by the obliquely incident SGMs resulting from topographic and geological conditions, leading to unforeseen damage in underground structures. To reveal this unfavorable phenomenon, 230 non-stationary random SGMs is developed
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Tensile failure mechanism and stress-strain behavior of scratched HDPE geomembranes Geotext. Geomembr. (IF 4.7) Pub Date : 2025-04-17
Jianmin Li, Junrui Chai, Zengguang Xu, Cheng Cao, Pengyuan Zhang, Han FuIn the application of geomembranes (GMBs) for anti-seepage purposes, damage and defects are almost inevitable and can lead to premature failure during their service life. This study conducted a series of indoor tensile tests on defective GMBs to evaluate the effects of various defect types, locations, and geometric characteristics on their failure behavior. The results were validated through orthogonal
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Learning semantic keypoints for diverse point cloud completion Autom. Constr. (IF 9.6) Pub Date : 2025-04-16
Mingyue Dong, Ziyin Zeng, Xianwei Zheng, Jianya GongRaw point clouds collected from real-world scenes are sparse, incomplete and noisy, posing significant challenges for their integration into automation workflows in construction. Thus, completing plausible and fine-grained point clouds is a critical prerequisite for downstream applications. Current methods primarily focus on learning patch-level features and modeling their relationships for inferring
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Flexural properties and damage evolution laws of scrap tire steel fiber-reinforced constructional backfill body J. Build. Eng. (IF 6.7) Pub Date : 2025-04-16
Chiyuan Che, Shenggen Cao, Yun Zhang, Changzheng Zhao, Shuyu Du, Ruiting Ma, Kaifei Wang, Yang LiuThe constructional backfill body (CBB) serves as an underground mining structure intended to form a stable void space within the goaf. However, CBB typically exhibits high brittleness and poor flexural performance. In this study, scrap tire steel fiber (SSF) was utilized to enhance the properties of CBB, and the effects of varying SSF dosages (0 %, 0.5 %, 1 %, and 1.5 %) on the three-point flexural
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Study on cable flame spread in utility tunnel under different reverse ventilation and cable layer spacing Tunn. Undergr. Space Technol. (IF 6.7) Pub Date : 2025-04-16
Tongcheng Zhang, Xiaoshan Wang, Zhe Wang, Junyi Li, Weibin An, Feixiang Xu, Weiguang AnThrough the cable flame experiment in utility tunnel, the influence law of reverse ventilation and cable layer spacing on cable flame spreading behavior in utility tunnel is studied, and the variation law of cable flame shape, flame spread rate and the highest temperature distribution in utility tunnel with the above factors is clarified. The experimental results show that, the cable flame inclination
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Research on interpretable graph neural network agent model for siltation diagnosis in Urban-Scale sewer systems Tunn. Undergr. Space Technol. (IF 6.7) Pub Date : 2025-04-16
Junhao Wu, Ling Ma, Xi Chen, Tim BroydRegularly diagnosing sewer siltation (RDS) is critical for informed dredging decisions and mitigating urban overflow pollution. However, traditional sewer siltation diagnosing frameworks face two major obstacles: high detection costs and low diagnostic efficiency. This study aims to develop a diagnostic method based on readily accessible and limited data to diagnose siltation in urban sewer networks
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A theoretical model to predict blast-induced vibration and its zoning characteristics in surrounding rock of a tunnel Tunn. Undergr. Space Technol. (IF 6.7) Pub Date : 2025-04-16
Ling Ji, Chuanbo Zhou, Nan Jiang, Xianzhong MengIn this paper, a theoretical model for the vibration response of surrounding rock induced by a tunnel blasting is developed based on stress-wave theory and explosion characteristics of cylindrical charges. The theoretical results are validated through comparisons with simulations conducted using dynamic finite element software. Using the theoretical model, the particle vibration response of surrounding
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Study on the mechanical performance of large-diameter shield tunnel segments with DDCI connectors Tunn. Undergr. Space Technol. (IF 6.7) Pub Date : 2025-04-16
Kai Wang, Mingqing Xiao, Sihang Ai, Yihao Pan, Jiantao Li, Zhiguo YanDuring the shield tunnel design, the joints of the lining segments are given special attention due to the relatively low strength and the risk of leakage. The stability and durability of the whole tunnel structure will significantly decrease once the joints fail, especially for large-diameter tunnels. In this paper, a new connector composed of major-D part, minor-D part, C part, I part and anchor bars
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IoT-based retrofit information diffusion in future smart communities Energy Build. (IF 6.6) Pub Date : 2025-04-16
Lei Shu, Dong Zhao, Wanni Zhang, Han Li, Tianzhen HongCommunity-scale building retrofits are not merely scaled-up versions of single-building retrofits. They involve complex challenges, such as reconciling individual interests with collective goals and managing the dynamic interplay between buildings through mechanisms like power grids and social connections. Internet of Things (IoT) connectivity holds the potential to leverage these interplays to balance
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Multi-objective genetic optimization of embodied and operational energy and carbon impacts of buildings in current and future scenarios Energy Build. (IF 6.6) Pub Date : 2025-04-16
Maryam Abbasi Kamazani, Manish K. Dixit, Sejal Sanjay ShanbhagAs climate change continues to pose significant challenges, redefining building design for enhanced lifecycle efficiency has become imperative. This paper investigates how different optimization objectives and varying climatic conditions shape optimal building configurations. This paper explores these performance objectives through an optimization framework that merges genetic algorithms with simulation
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Systematic analysis of large language models for automating document-to-smart contract transformation Autom. Constr. (IF 9.6) Pub Date : 2025-04-15
Erfan Moayyed, Chimay Anumba, Azita MortezaFragmentation and poor collaboration in contract-heavy industries hinder innovation. While smart contracts offer promising automation for digital documents, the transformation process presents significant challenges. Current approaches are promising but are often constrained by technical limitations, domain-specific requirements, and limited flexibility, restricting widespread adoption. This paper
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An unstructured single‐layer optimization approach for flexible right‐of‐way allocation and cooperative trajectory planning at signalized intersections Comput. Aided Civ. Infrastruct. Eng. (IF 8.5) Pub Date : 2025-04-15
Qichao Liu, Zilin Huang, Zihao Sheng, Sikai ChenExisting methods for signal timing and vehicle trajectory coordination often rely on fixed‐phase designs or leading vehicle guidance, limiting efficiency in dynamic traffic and multi‐vehicle coordination. This study models signal timing as right‐of‐way allocation for each inbound lane at discrete time intervals and integrates trajectory planning into a mixed integer linear programming framework for
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Interpretable physics‐informed graph neural networks for flood forecasting Comput. Aided Civ. Infrastruct. Eng. (IF 8.5) Pub Date : 2025-04-15
Mehdi Taghizadeh, Zanko Zandsalimi, Mohammad Amin Nabian, Majid Shafiee‐Jood, Negin AlemazkoorClimate change has intensified extreme weather events, with floods causing significant socioeconomic and environmental damage. Accurate flood forecasting is crucial for disaster preparedness and risk mitigation, yet traditional hydrodynamic models, while precise, are computationally prohibitive for real‐time applications. Machine learning surrogates, such as graph neural networks (GNNs), improve efficiency
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An ANN-GA optimization method for building clusters based on wind-induced vulnerability J. Build. Eng. (IF 6.7) Pub Date : 2025-04-15
Bo Chen, Wei Li, Linfei Jiang, Lu Zhang, Yi Hui, Qingshan YangOptimizing the building parameters of low/high-rise building clusters using wind-induced vulnerability (WIV) is valuable for minimizing building envelope damage losses due to strong winds and windborne debris. In general, the building parameters with the minimum WIV from typical scenarios are selected as the optimal ones. However, due to the multitude of parameter variables influencing the WIV of building
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Effectiveness of different ventilation strategies for mitigating airborne pathogen transmission in a multi-compartment dental clinic J. Build. Eng. (IF 6.7) Pub Date : 2025-04-15
Guangpeng Yao, Huijuan Xu, Haiyang Liu, Zhijian Liu, Chuan Jiang, Wenbin Zhuang, Yabin Li, Jia Liu, Junzhou HeThe potential risk of airborne cross-infection in multi-compartment dental clinics (MCDCs) requires significant attention. Ventilation systems are crucial for preventing airborne pathogens, but the data available for MCDCs are still inadequate. Therefore, this study evaluated the ventilation performance under different ventilation strategies in an MCDC, including different ventilation modes, the relative
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Plastic design for knee braced steel frame using performance and mechanism control J. Build. Eng. (IF 6.7) Pub Date : 2025-04-15
Yanjing Fan, Shaoping Wan, Jianrong Pan, Zhaoqi XieThe knee braced steel frame (KBSF) has seen widespread application in practical engineering due to its minimal spatial requirements and ease of assembly. However, the absence of key research findings regarding the synergistic between knee braces and joints has hindered the accurate calculation of the stress state in structural components. This limitation makes a challenge for the better seismic performance
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Experimental investigation on some influencing factors of the lateral resistant behavior of wood infill walls in traditional timber frames J. Build. Eng. (IF 6.7) Pub Date : 2025-04-15
Weijie Lu, Hongxing Qiu, Xin Zhan, Ting Li, Frank LamTimber frames with wood infill walls are common lateral load resisting systems in traditional timber structures. There has been much research on timber frames with different infill types, which confirmed the crucial role of infill walls on the seismic response of frames. However, the influencing factors of the lateral performance of wood infill walls are less understood. Monotonic tests were conducted
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Regulating the in-situ foaming behaviour of ferric oxyhydroxides in red mud by controlling firing atmosphere J. Build. Eng. (IF 6.7) Pub Date : 2025-04-15
Pei Tang, Shaofei Guo, Tengfei Deng, Shicheng Jiang, Wei ChenThis study investigates a method to regulate the in-situ foaming behaviour of hematite in red mud by controlling the firing atmosphere. The effects of the atmosphere on iron valence states, phase evolution, pore structure, and mechanical properties were systematically investigated. Results demonstrate that compared to air, a N2 atmosphere significantly accelerated the Fe2O3-FeO transformation, increasing
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New insights of ordered packing bricks-like structure in 3-aminopropyltriethoxysilane modified calcium silicate hydrate systems J. Build. Eng. (IF 6.7) Pub Date : 2025-04-15
Zheyu Zhu, Kai Wu, Zhongping Wang, Linglin Xu, Yue Zhou, Geert De SchutterThe natural shell structure shows organic matter regulating nano-grain ordered orientation boosts inorganic material toughness. The potential strategy to enhance the toughness of cement involves tailoring the ordered packing of calcium silicate hydrate (C–S–H). However, the mechanism to achieve ordered packing of C–S–H is still limited. Here, we report a method to modify the self-assembly pathway by
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Acid effect on permeable polymer concrete containing different resin and aggregate types J. Build. Eng. (IF 6.7) Pub Date : 2025-04-15
Abdurrahim Emre Özdemir, Serdal Ünal, Arda Büyüksungur, Mehmet CanbazDegradation of permeable concretes due to chemical effects under outdoor conditions is one of the most important problems affecting permeability. In this study, resin-based binders were used as an alternative solution to this problem and permeable concretes with sustainable performance were obtained. Resin-based binders offer an alternative to traditional cementitious materials in acidic and coastal
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A sustainable cement-based composite with self-cleaning and enhanced technical properties: Role of olive pomace and Nano-TiO2 J. Build. Eng. (IF 6.7) Pub Date : 2025-04-15
Şevket Onur Kalkan, Ahmet Yavaş, Saadet Güler, Lütfullah GündüzThe development of sustainable and eco-friendly building materials is imperative to reduce environmental impacts and improve structural efficiency. This study presents an innovative cement-based composite incorporating olive pomace, a bio-admixture derived from agricultural waste, and nano-TiO2, a nanomaterial known for its photocatalytic properties. The synergistic effects of these two admixtures
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Initial plastic shrinkage of 3D-printed concrete incorporating recycled brick fine aggregates: Insights from water transport and structural evolution J. Build. Eng. (IF 6.7) Pub Date : 2025-04-15
Lutao Jia, Enlai Dong, Kailun Xia, Geng Niu, Zijian Jia, Hanquan Yuan, Yueyi Gao, Yamei ZhangDue to factors such as low water-to-cement ratio, high cement content, absence of formwork, and high surface area-to-volume ratio, 3D-printed concrete (3DPC) is prone to early plastic shrinkage and cracking, posing risks to mechanical properties and long-term durability. This paper investigated the influence of substituting natural river sand with recycled brick fine aggregates (RBFA) on the performance
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A critical success factor (CSF) framework for implementing net-positive housing in the water, energy, food, environment (WEFE) Nexus: Insights from Jordan and South Africa J. Build. Eng. (IF 6.7) Pub Date : 2025-04-15
Victoria Andrea Cotella, Rania Aburamadan, Ala Erekat, Ciprian Daniel Neagu, Ali Shehadeh, Alireza Moghayedi, Iqbal M. MujtabaAddressing the specific challenges faced by low-income communities, such as poor housing conditions, is crucial while simultaneously working toward global sustainability goals, including net-zero emissions and climate change mitigation. This study explores the Critical Success Factors (CSFs) influencing the Water, Energy, Food, and Environment (WEFE) nexus within the Sustainable, Innovative, Affordable
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Evaluation of the seismic performance of prestressed precast coupled walls with friction coupling beams: experiments and theoretical behaviors J. Build. Eng. (IF 6.7) Pub Date : 2025-04-15
Yong Zhao, Jingwei Gao, Yong Zhang, Bin Zeng, Chun-Lin WangThe improvement of seismic toughness is one of research focuses on coupled shear walls. In this paper, a prestressed precast coupled wall with friction coupling beams (PPCW-FCB) was assembled, in which the prestressed tendons mainly provided lateral resistance and self-centering capability, and the friction coupling beams (FCB) provided energy dissipation capacity. Based on the quasi-static tests of
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Force transfer mechanism and shear performance of perfobond strip connector encased in UHPC J. Build. Eng. (IF 6.7) Pub Date : 2025-04-15
Xia Yang, Cheng-shuo Han, Jun-jie He, Yong-jian Zhou, Jie WuThis study aims to investigate the load-transfer mechanism of Perfobond Leiste (PBL) shear connectors between ultra-high performance concrete (UHPC) slabs and steel beams. Twelve standard push-out specimens were designed and tested to examine the effects of the number of holes, hole spacing, steel fiber content, and perforating rebar diameter on the shear performance of PBLs. The failure modes, load-slip
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Flexural capacity of concrete beams reinforced by different types of polypropylene fibers and FRP bars J. Build. Eng. (IF 6.7) Pub Date : 2025-04-15
Zhiyi Tang, Xiongjun He, Bingyan Wei, Huayi Wang, Ming Zhou, Chao WuThe application of basalt fiber reinforced polymer (BFRP) and carbon fiber reinforced polymer (CFRP) reinforcements offers benefits such as high strength, excellent corrosion resistance, and eco-friendliness, making it a focal point in architectural advancements. The integration of polypropylene fiber (PPF) enhances the crack resistance of reinforced concrete (RC) beams and fiber-reinforced polymer
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Invalidation and adaptation of vehicle control under environmental perturbations in spiral tunnels: Effects of alignment radii and perturbation locations Tunn. Undergr. Space Technol. (IF 6.7) Pub Date : 2025-04-15
Guanyang Xing, Yongfeng Ma, Shuyan Chen, Junjie Zhang, Yaqian XingAt tunnel portals, drivers experience a brief environmental perturbation period due to factors like cross-sectional transitions and lighting changes, during which they must rapidly adapt to regain vehicle control of both lateral and longitudinal. In spiral tunnels with small-radius continuous steering demands, the tunnel alignment radii and perturbation locations (entrance and exit) may present unexpected
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A data-driven and knowledge graph-based research on safety risk-coupled evolution analysis and assessment in shield tunneling Tunn. Undergr. Space Technol. (IF 6.7) Pub Date : 2025-04-15
Xuewei Li, Shuchen Li, Jingfeng Yuan, Zeen Wan, Xuan LiuShield tunneling encounters critical safety challenges stemming from spatiotemporal risk coupling and insufficient utilization of accident data. This study developed a hybrid entity–relationship extraction model called BBi-MA-DCGCN by integrating bidirectional encoder representations from Transformer embeddings, bidirectional long short-term memory architectures, multihead attention mechanisms, and
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A new model and analytical solution for heat transfer in the heating section of energy tunnels considering the insulation layer Tunn. Undergr. Space Technol. (IF 6.7) Pub Date : 2025-04-15
Chenglong Wang, Jize Jiang, Abdelmalek Bouazza, Gangqiang Kong, Xuanming DingEnergy tunnels in cold regions represent an innovative integration of ground-source heat pump systems with tunnel lining technology. Harnessing geothermal energy to offer frost protection and warmth to the tunnel lining provides the dual benefits of environmental sustainability and economic efficiency. To evaluate the heating effect of energy tunnels in cold regions, a new semicircular heat transfer
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Multi-factor orthogonal optimization and engineering application of turbulent wind curtain intelligent control dust removal system in large cross-section anchor excavation underground space Tunn. Undergr. Space Technol. (IF 6.7) Pub Date : 2025-04-15
Gang Zhou, Yongwei Liu, Wenqi Shao, Liang Qiao, Qiangqiang Liang, Xi Chen, Jingxu Chen, Biao SunTo solve the problem of dust pollution in large cross-section anchor face, this study proposes a turbulent wind curtain intelligent dust control system based on the principle of “first blockage − later removal”, determines the optimal combination of ventilation parameters for the working face by combining numerical simulation, orthogonal test and engineering application, and evaluates the effects of
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A UAV-based multi-defect real-time detection system for tunnel lining using attention mechanism-enhanced detection model Tunn. Undergr. Space Technol. (IF 6.7) Pub Date : 2025-04-15
Yunlong Wang, Wenfeng Li, Shaoke Wan, Rongcan Qiu, Xiaohu Li, Ke LiTraditional tunnel lining inspection methods often require costly specialized equipment and manual involvement, making them labor-intensive and inefficient. To address these challenges, this study proposes a UAV(unmanned aerial vehicle)-based real-time tunnel lining multi-defect detection system, leveraging the attention-enhanced TunnelScan model. Specifically designed for UAV-based inspections, TunnelScan
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Intelligent self-evacuation path planning for fire emergencies in underground coal mines Tunn. Undergr. Space Technol. (IF 6.7) Pub Date : 2025-04-15
Vasilis Androulakis, Shawn Kingman, Hassan Khaniani, Mostafa Hassanalian, Sihua Shao, Pedram RoghanchiIn the case of fire emergencies in underground mines, the mine workers undergo significant psychological and physical stress in their battle with time to self-evacuate safely. This can impart their ability to correctly assess the fire-induced hazards in the vicinity of their location and therefore to choose the safest action or the safest escape route. At the same time, the workers do not have any
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Point cloud-based crack detection and measurement in masonry buildings subjected to settlement induced by underground construction Tunn. Undergr. Space Technol. (IF 6.7) Pub Date : 2025-04-15
Yiyan Liu, Harvey J. Burd, Sinan AcikgozStructural damage in masonry buildings subjected to settlement induced by underground construction often manifests in the form of cracking. In current practice, crack detection and monitoring rely on visual inspections and single point measurements. Research efforts to overcome the limitations of these techniques have focussed on image segmentation and anomaly detection tools, which do not provide
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‘Try this and see if it works for you’: A new perspective on household improvisation and responses from heat pump supply-side actors Energy Build. (IF 6.6) Pub Date : 2025-04-15
Evert van Beek, Stella Boess, Alessandro Bozzon, Elisa GiaccardiThis paper innovates in the relationship between sustainable technology suppliers and users, using the example of heat pumps. Heat pumps are necessary for energy transitions in Europe. However, in everyday life in households, heat pumps are often not used as the technology developers intended. This discrepancy presents a challenge for heat pump supply-side actors such as manufacturers and resellers
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Automatic inspection and assessment of a cross-passage twin tunnel using UAV Autom. Constr. (IF 9.6) Pub Date : 2025-04-14
Ran Zhang, Chao Wang, Zili LiThe inspection of large-scale tunnel networks is essential to identify any long-term deterioration mechanisms. Traditional manual inspection is not automatic and adaptive in geometrically complex tunnel configurations. This paper presents an automatic unmanned aerial vehicle (UAV)-based tunnel assessment application in a critical cross-passage twin tunnel section of Dublin Port Tunnel. It adopts a