Volume Changes and Mechanical Properties of Expansive Mudstone below Canals under Wet-Dry/Wet-Dry-Freeze-Thaw Cycles by Rui Zhu, Ying-hao Huang, Zhu Song, Feng Zhou

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Technological evaluation of stones from the eastern region of the state of São Paulo, Brazil, for railway ballast by Daniela Tomaz Alves, Rogério Pinto Ribeiro, Gustavo de Castro Xavier, Sergio N. Monteiro, Afonso R. G. de Azevedo

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Effect of geometric characteristics of helical piles on the lateral displacement in sandy slopes by loading surcharge by Mir abas Bahri, Mahyar Arabani

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Simulation Parameter Test and Seepage Effect Analysis of Pile-Anchor Support for Binary Slope by Xuhe Gao, Weiping Tian, Zhipei Zhang, Jiachun Li, Hongliang Qi

“…It is a difficult point in the field of geotechnical engineering to test the simulation parameters of the pile-anchor supporting structure of slope excavation and analyze the effect of seepage on the stress of the structure. …”
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Assessing the Effect of Saturation Variations on the Factor of Safety of Slopes in Elgon Sub-Region. by Muboki, Peterson

“…In conclusion, this research contributes valuable insights into geotechnical engineering practices in the Elgon sub-region. …”
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Study on the Creep Constitutive Model of a Sandstone Rock under the Water-Rock Interaction by Zuosen Luo, Zuoxiang Zhu, Jianlin Li, Lehua Wang, Qiao Jiang, Jingyu Zhang, Eleyas Assefa, Huafeng Deng

“…With the continuous construction of large-scale geotechnical engineering, more and more attention has been paid to the long-term stability of rock mass engineering, especially the problem of rock creep under the influence of water. …”
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Experimental Study on Uniaxial Compression Fracture Process of Marble Specimens with Circular Holes with Different Diameters by Peng Yan-yan, Xing Ming-hong, Lin Qun-chao, Guo Peng-fei

“…In practical engineering, due to the limitation of various factors, it is impossible to conduct uniaxial compressive strength test for each geotechnical engineering. Therefore, the rock in the weak part of the project can be selected as the test specimen before the indoor physical tests. …”
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The Mechanism of Rock Mass Crack Propagation of Principal Stress Rotation in the Process of Tunnel Excavation by Guanfeng Chang, Xinzhu Hua, Jie Zhang, Peng Li

“…Studying the action mechanism of principal stress rotation on fractured rock masses can provide scientific basis for geotechnical engineering design and rock mass surrounding support.…”
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The Scale Effect of Coarse-Grained Materials by Triaxial Test Simulation by Xiaotao Ai, Guangjin Wang, Xiangyun Kong, Bo Cui, Bin Hu, Hongling Ma

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Determination of the Engineering Properties of Submarine Soil Layers in the Bohai Sea Using the Piezocone Penetration Test by Bohong Wu, Guihe Wang, Jiong Li, Yu Wang, Baolin Liu

“…Due to the complexity of marine geotechnical engineering, the harsh operating environments, loose subsea soils, and high water contents, it is extremely difficult to obtain soil samples while maintaining the in situ conditions in offshore areas. …”
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Effect of Silt and Clay Fraction Content on Frost Heave of Fine-Grained Soils by WITEK-ZIELONKA Kinga, PARYLAK Krzysztof, KILIAN Wojciech, ZIELONKA Łukasz

“…Frost heave in soils is a significant problem of geotechnical engineering. Despite the introduction of numerous simplified frost susceptibility criteria, there is still no clear relationship between the particle size distribution and their frost heaving susceptibility. …”
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Prediction Method for Overconsolidation Ratio of Marine SoftSoil Based on the Piezocone Penetration Tests by Yanbin Fu, Sizhan Zhang, Guiyang Lv, Kaihang Han

“…The piezocone penetration test (CPTU) is one of the main technologies for in situ testing of geotechnical engineering. CPTU has the advantages of being fast and convenient, no sampling, low disturbance to soil, large amount of data, and reliable testing. …”
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Study on the side friction resistance capacity of prefabricated pipe piles in coral reef strata by Hong Zhang, Ran Gao, Ran Gao, Huiwu Luo, Peishuai Chen, Haifeng Liu

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A deep transfer learning based convolution neural network framework for air temperature classification using human clothing images by Maqsood Ahmed, Xiang Zhang, Yonglin Shen, Nafees Ali, Aymen Flah, Mohammad Kanan, Mohammad Alsharef, Sherif S. M. Ghoneim

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Characteristics of compression wave propagation and energy absorption effects in dry sandy soil by Peng Cui, Tian Su, Le Liu, Teng Wang, Bangxiang Li, Xuetao Guan, Xuefeng Mei

“…Abstract The mechanical responses of sandy soil under dynamic loading is closely related to protective engineering and geotechnical engineering, is still not fully understood. To investigate the energy attenuation law and propagation velocity of compressed waves in dry sandy soil, this paper focuses on the dynamic response of compression waves in the specimen under single impact and repetitive impact conditions using an improved split Hopkinson pressure bar (SHPB). …”
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Techniques for Progressive Failure Simulation of Hard Brittle Surrounding Rockmass: Taking the URL Test Tunnel as an Example by Daning Zhong, Jianlin Chen, Hui Zhou, Xiangrong Chen, Yali Jiang, Liangquan Li, Jun Chen

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Finite-Element Analysis of Keying Process of Plate Anchors in Three-Layer Soft-Stiff-Soft Clay Deposits by Tugen Feng, Huajiao Xu, Jian Song, Jian Zhang, Mi Zhou, Fuhai Zhang

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Advancing Slope Stability and Hydrological Solutions Through Biocementation: A Bibliometric Review by Armstrong Ighodalo Omoregie, Tariq Ouahbi, Fock-Kui Kan, Qurratu Aini Sirat, Hafsat Omolara Raheem, Adharsh Rajasekar

“…Despite its potential, comprehensive evaluations of its use in hydrology and geotechnical engineering are limited. This study addresses this gap through a bibliometric analysis of 685 articles (2013–2023) from the Scopus database, employing VOSviewer and RStudio to explore global research trends, key contributors, and emerging themes. …”
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Investigation of the Optimization of Unloading Mining Scheme in Large Deep Deposit Based on Vague Set Theory and Its Application by Jia Sheng, Wen Wan, Dongrui Liu, Feifei Jiang, Xiangdong Li, Haiyun Zhang

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Effect of the Wall-Back Inclination Angle on the Inertial Loading Distribution along Gravity-Retaining Walls: An Experimental Study on the Shaking Table Test by Shuzhi Ma, Hongbiao Jia, Xiaolang Liu

“…The gravity-retaining wall is a common retaining structure in geotechnical engineering. The inertial load acting on the retaining wall itself (the horizontal seismic action) under earthquake conditions is one of the major loadings to be elaborately considered for the design of gravity-retaining walls. …”
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