A Rheological Model of Sandstones considering Response to Thermal Treatment by Xingang Wang, Lei Huang, Junrong Zhang

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Fractal and Morphological Characteristics of Single Marble Particle Crushing in Uniaxial Compression Tests by Yidong Wang, Wenjiao Dan, Yongfu Xu, Yue Xi

“…Crushing of rock particles is a phenomenon commonly encountered in geotechnical engineering practice. It is however difficult to study the crushing of rock particles using classical theory because the physical structure of the particles is complex and irregular. …”
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Experimental Research on the Impact of Interface Temperature on the Adhesion Properties of Clay under the Condition of Different Contacting Time by Tao Qiu, Yonggang Zhang

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Experimental Investigation of Impact Response of RC Slabs with a Sandy Soil Cushion Layer by Jianli Wu, Guotao Ma, Zhenhua Zhou, Xuefeng Mei, Xiewen Hu

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Fracture Behavior of Rock with Initial Damage: Theoretical, Experimental, and Numerical Investigations by Hui Zhang, Panpan Guo, Yixian Wang, Yanlin Zhao, Hang Lin, Yan Liu, Yahui Shao

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Loading History Effect on Stress Relaxation of Rock Joints by Guanghui Tian, Weijian Liu, Haohao Ma, Qingzhao Zhang

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Experimental Study on Cracking Behavior and Mechanism in Desiccating Soils in Xi’an, Shaanxi Province, China by Xin Wei, Chongyang Gao, Dongdong Yan, Ke Liu

“…Drying-induced cracks are frequently observed in soils, which can severely influence the mechanical parameters of soils in geotechnical engineering applications. In addition, geohazards can also be accelerated with the formation of preferential path in slopes caused by cracks in soils. …”
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Dynamic Mechanical Properties and Damage Mechanism of Freeze-Thaw Sandstone under Acid Corrosion by Xiaoxiao Cao, Meimei Feng, Kangsheng Yuan

“…During the construction of geotechnical engineering in cold regions, the stability of rock is inevitably affected by freeze-thaw cycles and hydrochemical corrosion. …”
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The Adsorption Capacity and Geotechnical Properties of Modified Clay Containing SSA Used as Landfill Liner-Soil Materials by Haijun Lu, Yiqie Dong, Jixiang Li, Changhong Wang

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On the Location of Multiple Failure Slip Surfaces in Slope Stability Problems Using the Meshless SPH Algorithm by Liang Li, Ming Zhai, Xianzhang Ling, Xuesong Chu, Bin Hu, Yungming Cheng

“…The occurrence of multiple critical slip surfaces with equal importance in rehabilitating and reinforcing slopes has been frequently observed in geotechnical engineering practices. The simultaneous determination of these potential slip surfaces is, however, not trivial. …”
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Effect of Seismic Frequency Spectra on Surrounding Rock Damage Evolution of Large Underground Caverns by Yumin Zhang, Zeqi Zhu, Rongchao Xu, Zhiquan Huang

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Enhancing undrained shear strength prediction: a robust hybrid machine learning approach with naïve Bayes modeling by Chen Fang, Ying Li, Yang Shi

“…Abstract In geotechnical engineering, it is crucial to make sure that the undrained shear strength (USS) of soft, sensitive clays is accurately assessed. …”
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Mechanical Effects of Solid Water on the Particle Skeleton of Soil: Mechanism Analysis by Xiaomeng Duan

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Undrained Dynamic Behavior of Reinforced Subgrade under Long-Term Cyclic Loading by Min Geng, Debin Wang, Peiyong Li

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Investigation of Energy Mechanism and Acoustic Emission Characteristics of Mudstone with Different Moisture Contents by Jingdong Jiang, Jie Xu

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Numerical Analyses of Fracturing Behavior and Strength of Specimens with Two Parallel Infilled Flaws under Uniaxial Compression by Huilin Le, Jihong Wei, Shaorui Sun, Wuchao Wang, Haotian Fan

“…Grouting is a common method used to fill rock joints to improve the stability and integrity of rock mass in geotechnical engineering, and the filling has been observed to have an effect on crack behavior and mechanical property. …”
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Analysis Method for Ground Settlement Induced by Ultra-Deep Excavation in Hangzhou Soft Clay Considering Time-Space Effect by XIONG Yifan, YING Hongwei, ZHANG Jinhong, CHENG Kang, LI Binghe

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An Analytical Method of Coulomb’s Active Earth Pressure Acting on Cohesion-Less Backfill Subject to Local Surcharge in Cold Regions by Li Liu, Zhen Yang, Pan Zhou, Hongwei Yang

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Compressive Fracture of Brittle Geomaterial: Fractal Features of Compression-Induced Fracture Surfaces and Failure Mechanism by L. Ren, L. Z. Xie, C. B. Li, J. Wang

“…Compressive fracture is one of the most common failure patterns in geotechnical engineering. For better understanding of the local failure mechanism of compressive fractures of brittle geomaterials, three compressive fracture tests were conducted on sandstone. …”
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Determination of Joint Surface Roughness Based on 3D Statistical Morphology Characteristic by Hang Lin, Jianxin Qin, Yixian Wang, Yifan Chen

“…Roughness significantly affects the shear behavior of rock joints, which are widely encountered in geotechnical engineering. Since the existing calculation methods on the joint roughness coefficient (JRC) fail to obtain a sufficiently accurate value of JRC, a new determination method was proposed in this study, where the 3D laser scanning technique and self-compiled Python code, as well as the statistical parameter methods, were applied. …”
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