Spatiotemporal Deformation Prediction Model for Retaining Structures Integrating ConvGRU and Cross-Attention Mechanism by Yanyong Gao, Zhaoyun Xiao, Zhiqun Gong, Shanjing Huang, Haojie Zhu

“…The optimization strategy combines AdamW and Lookahead to enhance training stability and generalization capability in geotechnical engineering scenarios. Case studies of foundation pit engineering demonstrate that the CGCA model exhibits superior performance and robust generalization capabilities. …”
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Coupled infrared radiation temperature and acoustic monitoring of damage characteristics on saturated red sandstone under uniaxial compression loading by Lu Chen, Shuaifeng Yin, En Wang, Hao Qi, Yanchao Hou, Xuhao Kang

“…Deep geotechnical engineering construction is influenced by groundwater. …”
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Sustainable approach of strength measurement for soil’s stabilized with geo-polymer with hybrid ensemble models by Ishwor Thapa, Sufyan Ghani, Nishant Kumar, Megha Gupta, Sunil Saharan, Prabhu Paramasivam, Abinet Gosaye Ayanie

“…This research emphasizes the potential of geopolymer materials and advanced machine learning models to advance sustainable and efficient soil stabilization solutions in geotechnical engineering.…”
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Model test on the load bearing mechanism of inclined pile-sheet retaining wall by GE Sha, WANG Weijun, QU Hongxia, WANG Meng, ZHANG Min

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Enhancing fieldwork productivity in subsurface characterization: advancements in data acquisition with MASW-DS by Hamdan Hamdan, George Kritikakis, Mahmoud Elsamani, Mahmoud Harb, Mohamed Abdel-Fattah, Pantelis Soupios

“…It is a very useful tool in geotechnical engineering for evaluating soil quality and mapping the characteristics of the upper sedimentary layers. …”
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Dynamic modulus and damping ratio of organic-matter-disseminated sand under cyclic triaxial condition by Juan Du, Xingfei Jiang, Bingyang Liu, Tao Li, Ningjun Jiang

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On critical pounding mechanism of base-isolated buildings using an optimized multi-hazard method by Ali Majdi, Ataallah Sadeghi-Movahhed, Denise-Penelope N. Kontoni, Nashwan Adnan Othman, Muhannad Riyadh Alasiri, Saiful Islam, Majid Movahedi Rad

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Experimental study on the reinforcement mechanism and wave thumping resistance of EICP reinforced sand slopes by Shixia Zhang, Zhenyuan Liu, Zuoyong Li, Danyi Shen, Chuangzhou Wu

“…Enzyme-induced calcium carbonate precipitation (EICP) technology is a new reinforcement technology with environmental friendly and excellent effect, which has been widely studied in the field of geotechnical engineering in recent years. In this research, we focus on the coastal or reef sand slopes in marine environments. …”
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Lithofacies and sandstone reservoir characterization for geothermal assessment through artificial intelligence by Zohaib Naseer, Muhsan Ehsan, Muhammad Ali, Muhammad Raiees Amjad, Muhammad Ali Umair Latif, Kamal Abdelrahman

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Biofilm Growth in Porous Media Well Approximated by Fractal Multirate Mass Transfer With Advective‐Diffusive Solute Exchange by Jingjing Wang, Jesús Carrera, Maarten W. Saaltink, Jordi Petchamé‐Guerrero, Graciela S. Herrera, Cristina Valhondo

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Evolution of mechanical and rockburst parameters of gypsum-like rock under fatigue stress disturbance by Chongyang Wang, Sijiang Wei, Dongming Zhang, Beichen Yu, Yisha Pan, Xunjian Hu

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Identify suitable artificial groundwater recharge zones using hybrid deep learning models by Navaz Khalillollahi, Mohsen Isari, Hamed Faroqi, Kaywan Othman Ahmed, Kamran Nobakht Vakili, Miklas Scholz, Saad Sh. Sammeng

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Prediction of UHPC mechanical properties using optimized hybrid machine learning model with robust sensitivity and uncertainty analysis by ZhiGuang Zhou, Jagaran Chakma, Md Ahatasamul Hoque, Vaskar Chakma, Asif Ahmed

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Development of glass/carbon/basalt hybrid FRP rebars for reinforced-concrete beams under bending by Cristiane Lopes, Bruno Pedrosa, Grzegorz Lesiuk, Paweł Zielonka, Szymon Duda, Hermes Carvalho, José Correia, Arkadiusz Denisiewicz, Tomasz Socha, Krzysztof Kula

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A Hybrid Spatio-Temporal Graph Attention (ST D-GAT Framework) for Imputing Missing SBAS-InSAR Deformation Values to Strengthen Landslide Monitoring by Hilal Ahmad, Yinghua Zhang, Hafeezur Rehman, Mehtab Alam, Zia Ullah, Muhammad Asfandyar Shahid, Majid Khan, Aboubakar Siddique

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Effect of thickness and inclination angle of weakly cemented interlayer on fracture development and fracture energy evolution of rock mass by Chengen Qi, Bo Wang, Yifei Mao, Zhu Li, Tingye Qi, Guozhong Hu, Wei Qin, Jing Zhu

“…Abstract In response to the common issue of instability and failure of weak interlayers under load in geotechnical engineering, a discrete element simulation study plan consisting of 25 schemes was designed, with the inclination and thickness of the interlayer as variables. …”
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Study on the mechanical properties of stratified rock mass based on 3D printing technology and FDEM algorithm by Yongchao Tian, Kaifang Ren, Fan He, Yong Liu, Penghai Deng, Jiaqi Guo, Feiyue Sun, Xin Huang, Jun Zhang

“…The weak regions in engineering mainly include bedding plane and crack network, whose mechanical properties have a significant impact on the stability of geotechnical engineering. By adopting 3D printing technology and the coupled finite-discrete element method, this study revolves around the combined effect of bedding plane and precast crack on the mechanical properties of stratified rock mass. …”
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Durability of prestressed high-strength concrete (PHC) piles in landfill leachate: Corrosion behavior, microstructural evolution, and structural integrity assessment by Yu Wang, Yinglei Wang, Rihong Zhang, Zhuqing Yu, Min Deng, Anqun Lu, Jiajin Zhou

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Experimental and numerical study on helical piles in aeolian sand: bearing behavior and design methods by Yongping Li, Songzhao Qu, Jing Bai, Dongming Yang, Sangtian Hu, Lefu Di, Ruiyuan Han, Yijin Wu, Yuan Xiang, Dapeng Wang, Yi Zhang, Yonghua Guo, Zhe Zhang

“…The study not only deepens the understanding of the behavioral mechanisms of helical piles in aeolian sand but also offers practical solutions for geotechnical engineering practice.…”
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Triaxial compression test of shear strength parameters of rock-fill materials considering scale effect by Xia Li, Xinggang Shen, Jun Du, Yunfei Sun, Yunfei Sun, Yunfei Sun, Haoran Jin, Haoran Jin, Haoran Jin, Jian Gong, Jian Gong, Jian Gong, Mingjie Jiang, Mingjie Jiang, Mingjie Jiang

“…Soil mass stability refers to the ability of soil to resist deformation and failure under external loads, and it is a fundamental consideration in geotechnical engineering, particularly for large-scale infrastructure such as earth-rock dams and slopes. …”
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