Controls of Gouge Heterogeneity on Cyclic Reactivation of Fault‐Valve Systems by Zhen Zhong, Zheye Song, Bo Li, Derek Elsworth, Yunjin Hu, Fengshou Zhang, Zhiyuan Chen

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Rock mass integrity evaluation method of roadway surrounding rock mass based on borehole image acoustic radar data by Wang Jinchao, Han Zengqiang, Wang Chao, Zhang Guohua, Li Xiaobin

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Efficient Probabilistic Modelling of Corrosion Initiation in RC Structures Considering Non-Diffusive Barriers and Censored Data by Guilherme Henrique Rossi Vieira, Ritermayer Monteiro Teixeira, Leila Cristina Meneghetti, Sandoval José Rodrigues Júnior

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An Experimental Investigation for Seepage-Induced Instability of Confined Broken Mudstones with Consideration of Mass Loss by Luzhen Wang, Zhanqing Chen, Hailing Kong

“…To study and prevent water-mud-outburst disasters of tectonic fracture zones in geotechnical engineering, we tested seepage stability of confined broken mudstones with consideration of mass loss using syringe seepage method and a self-designed seepage testing system, obtained the variation laws of seepage instable duration, total mass loss, and mass loss rate of broken mudstones under different pressure gradients and Talbol power exponents (simplified as Talbol hereafter), and explained their instable seepage behaviors. …”
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Prediction of Liquefaction-Induced Lateral Displacements Using Hybrid GBRT and EOA by Arash Ziaie, Bahareh Mehdizadeh, Farzad Safi Jahanshahi, Nazanin Ahmadi, Ali Reza Ghanizadeh

“…Liquefaction-induced lateral displacements (LILD) poses a significant challenge in geotechnical engineering due to its potential to cause extensive structural damage and ground instability. …”
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Evaluating Mohr–Coulomb and Hoek–Brown Strength Criteria for Rock Masses Using Probabilistic Assessment by Naeem Abbas, Kegang Li, Lei Wang, Yewuhalashet Fissha, Kausar Sultan Shah, Taoufik Saidani

“…The Hoek–Brown (H-B) criterion is widely recognized as a standard in geotechnical engineering for assessing rock mass strength across various rock mass qualities. …”
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Determining Non-Dimensional Group of Parameters Governing the Prediction of Penetration Depth and Holding Capacity of Drag Embedment Anchors Using Linear Regression by Mojtaba Olyasani, Hamed Azimi, Hodjat Shiri

“…Regarding offshore mooring design and geotechnical engineering applications, the proposed LR models offered a practical and efficient approach to estimating DEA performance across various seabed conditions.…”
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Prediction of soil strength and dynamic properties through the dynamic cone penetration index by İnan Keskin, Metehan Alp Memiş

“…The portability, economic feasibility and simple operating principle of the DCP device facilitate on-site measurements and make it an attractive tool in geotechnical engineering. For this reason, the DCP test is a test that can be widely used to evaluate the in-situ properties of soils. …”
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Particle flow simulation experiments on the influence of non-penetrating random fractures on the deformation and failure characteristics of sandstone by Wangxuan Zhu, Qingbiao Guo, Xiang Hua, Jin Luo, Jiasheng Yang

“…Fractures in rock masses are significant factors that weaken the strength of rock masses and alter their failure modes, posing threats to the safety of various geotechnical engineering projects. To investigate the issue of fracture-induced weakening of rock mass strength and alteration of failure modes, this paper employs two fracture parameters—fracture density and individual fracture size—to characterize the random distribution of fractures. …”
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Mechanisms Underlying the Overturning Failure of Terraced Field Side Walls Due to Expansive Soil Swelling During Layer-By-Layer Saturation by Junyi Pan, RongJian Li, Suiyuan Yang, Yahong Fang, Weishi Bai, Laizhu Wang, Haitao Li

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Experimental study on mechanical response characteristics of gassy sand under constant shear stress paths by Lijun Li, Zhu Yuan, Dian Wang, Youfu Pan, Junshuai Zhang, Yong Wang, Zhiliang Sun

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Influence of dry-wet cycles on the strength behavior of biopolymer and fiber composite modified loess by Zherui Liang, Changgen Yan, Yihan Cao, Yuling Shi, Han Bao, Huaixin Li

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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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Experimental Study of the Shear Performance of Scrap Tire-Granular Material Composite Columns by Fengchi Wang, Xiaomei Nie, Hanyu Zhao, Haiming Hu

“…Scrap tires filled with granular materials can be used for geotechnical engineering. However, when subjected to earthquakes and other conditions, shear failure occurs between the tires. …”
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Effect of geopolymer treatment on the ultimate bearing capacity of sabkha soil under axial loading by Wagdi Hamid, Ahmed Alnuaim

“…Abstract Saline sabkha soils pose a major challenge for geotechnical engineering because of their low bearing capacity and high settlement potential. …”
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Creep constitutive model of strain energy density considering the whole process of creep deformation. by Yuemei Li

“…It provides a new creep constitutive model for future geotechnical engineering.…”
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A Metaheuristic-Trained Wavelet Neural Network for Predicting of Soil Liquefaction Based on the Standard Penetration Test Results by Ali Reza Ghanizadeh, Ahmad Aziminejad

“…Therefore, accurate prediction of liquefaction has always been one of the important tasks of geotechnical engineers. In the present study, a hybrid approach is introduced to predict liquefaction using the Standard Penetration Test (SPT) results. …”
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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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Vertical Expansion Stability of an Existing Landfill: A Case Study of a Landfill in Xi’an, China by Hui Sheng, Yinbang Ren, Man Huang, Zhenying Zhang, Jiwu Lan

“…This research topic has become increasingly popular in the field of environmental geotechnical engineering. This study examined vertical expansion stability of landfills considering high leachate water level. …”
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Quantitative Detection of In-Service Strength of Underground Space Strata considering Soil-Water Interaction by Xiangfeng Lv, Hongyuan Zhou

“…The in-service strength test of underground space strata is a hot issue in geotechnical engineering. In this study, we conducted mechanical analyses on the soil and the cutting bit involved in a rotary drilling process, which revealed the key factors influencing drilling. …”
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