Stability and Failure Mechanism Analyses of the Zhenggang Landslide in Southwestern China by Shengnian Wang, Weiya Xu, Jinyuan Liu

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Deformation and Stability Analysis of a Core Rockfill Dam with Leakage by Yuanzhong Chen, Guobing Lin, Yangyang Lu

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Research on Deformation Mechanisms of a High Geostress Soft Rock Roadway and Double-Shell Grouting Technology by Fengnian Wang, Shizhuang Chen, Pan Gao, Zhibiao Guo, Zhigang Tao

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The Influence of the Track Parameters on Vibration Characteristics of Subway Tunnel by Wenbo Shi, Linchang Miao, Junhui Luo, Honglei Zhang

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Study on Preparation of Coal Gangue-Based Geopolymer Concrete and Mechanical Properties by Daming Zhang, Fangjin Sun, Tiantian Liu

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Estimating the Basal Heave Stability of Narrow Braced Excavations by Taoli Xiao, Yanlu Yang, Hua Cai, Shaoxin Yan, Fang Cao

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Evaluation of Self-Healing Performance of PE and PVA Concrete Using Flexural Test by Choonghyun Kang, Jungwon Huh, Quang Huy Tran, Kiseok Kwak

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Numerical Study of Spherical Particle Breakage Based on Nonlinear Discrete Interface Bonded Model by Lin Li, Sifeng Zhang, Shicai Yu, Xuanyu Zhang

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Assessing the Effect of Slope Geometry on Slope Factor of Safety in the Elgon Sub-Region. by Barasa, Emmanuel

“…The findings offer valuable insights into the influence of slope geometry on slope stability, providing a basis for informed geotechnical engineering practices in the challenging terrain of Elgon. …”
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Field Tests' Study of Deviation Correction of Building near Excavation by Xi Peng, Ningxin Yang, Mi Zhou

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Effect of Ferronickel Slag Powder on Strength of Soil in Marine Environment by Feng Chen, Shenghao Tong

“…Over the past few years, soil-cement has been widely used in marine geotechnical engineering; meanwhile, the safety of soil-cement in marine environment has attracted wide attention. …”
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Development and Application of an Intelligent Evaluation and Control Platform for Tunnel Smooth Blasting by Baoping Zou, Zhanyou Luo, Jianxiu Wang, Lisheng Hu

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Applications of Symmetric and Nonsymmetric MSSOR Preconditioners to Large-Scale Biot's Consolidation Problems with Nonassociated Plasticity by Xi Chen, Kok Kwang Phoon

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Disturbance Evolution Behavior of Loess Soil under Triaxial Compression by Yali Xu, Panpan Guo

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Methodology for Determining the Compliance Matrix and Analyzing the Skew Anisotropic Plate with an Arbitrarily Shaped Hole by Xiaoli Zhang, Aizhong Lu, Kezhi Song, Guangming Wu, Lei Wang

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Dynamic Properties of Clean Sand Modified with Granulated Rubber by Dervis Volkan Okur, Seyfettin Umut Umu

“…Waste automobile tires are used as additives or replacements instead of traditional materials in civil engineering works. In geotechnical engineering, tires are shredded to certain sizes and mixed with soil, especially used as backfill material behind retaining walls or fill material for roadway embankments. …”
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Optimized Design for Large Geotextile Mats over Soft Soil by Zhihuai Huang, Shuaidong Yang, Ningxin Yang, Mi Zhou, Ang Li

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Study of Shear Capacity of Jointed Rock Mass with Prestressed Anchor Bolt by Yufei Zhao, Hongtao Zhang, Yong Nie

“…Rock mass failure caused by jointed plane is the common disaster in geotechnical engineering. Research on shearing property of jointed rock mass with prestressed anchor bolt and its mechanical property is an aspect for the stability analysis of rock slope and tunnel. …”
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Numerical Investigation of Bearing Capacity of Centrally and Eccentrically Loaded Surface Footing on Sand-Clay with Void Using Plaxis 2D by Abdelhakim Nezari, Rafik Boufarh, Tarek Mansouri

“…Estimating the bearing capacity of a footing with voids below it is a complex and challenging problem in geotechnical engineering. This study investigates the stability of centrally and eccentrically loaded surface footings supported by sand layers of variable thickness overlying clay layers, with circular voids below the center of the footing. …”
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Interactions of Foundation Pit on the Underlying Adjacent Existing Underground Structures by Wanzhong Xu, Baohua Liu, Jingshuo Liu, Chun Guo

“…The influence of foundation pit excavation on deformation and stability of the supporting structure of underlying adjacent existing tunnel is a comprehensive geotechnical engineering problem, including unloading effect of foundation pit excavation and the coupling effect of deformation of the tunnel surrounding rock and supporting structure. …”
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