Temperature Field of Artificially Frozen Gravel Formation and Optimization of Freezing Pipe Layout Parameters under Seepage Flow by Tian-liang Wang, Hong-fang Song, Yu Shu, Fei Zhang, Ya-meng He

“…A case study showed that this optimization system is an effective method for artificial ground freezing operations in geotechnical engineering.…”
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Application of Nano Materials in Improving Geotechnical Properties of Soils: A Review Study by Foad Changizi, Abdolhosein Haddad

“…Based on the collection of information from the results of previous studies, the purpose of this review article is to introduce the nanomaterials used in the geotechnical engineering and their application in the problematic soils. …”
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Crack Detection of Reinforced Concrete Member Using Rayleigh-Based Distributed Optic Fiber Strain Sensing System by Tingjin Liu, Honghao Huang, Yubing Yang

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A state-dependent soil model and its application to principal stress rotation simulations by Zhongtao Wang, Peng Liu, Andrew Hin Cheong Chan

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Bending Capacity of Concrete-Encased Underground Electrical Duct Banks under Monotonic Loading: An Experimental Study by Ting-jin Liu, Liang-yi Cai, Qiang Liao, Yu-bing Yang

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The Optimization Algorithm for Large-Scale In Situ Stress Field by Fei Li, Ningdong Chang

“…In situ stress state is a predominant factor for the design and safe construction of geotechnical engineering. For a real construction site, the amount of calculation using a finite element method for in situ stress field increases dramatically with the increase of the calculation freedom due to large-scale uncertainties. …”
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Explicit Dynamic DDA Method considering Dynamic Contact Force by Jian Zhao, Ming Xiao, Juntao Chen, Dongdong Li

“…The calculation results show that the new DDA method can be applied in large-scale geotechnical engineering.…”
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Coaction of Wind and Rain Effects on Large-Span Hyperbolic Roofs by Fangjin Sun, Zhonghao Xu, Daming Zhang, Yanlu Wang

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Seismic Response of Rock Slopes with the Anchor Cable in Centrifuge Modeling Tests by Yong Nie, Yufei Zhao, Xiaogang Wang, Linhao Li, Hongtao Zhang

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Pullout Characteristics and Damage Softening Model of the Geogrid-Soil Interface by Xiaoyong Liang, Jing Jin, Guangqing Yang, Xizhao Wang, Yitao Zhou

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Analysis of One-Dimensional Consolidation for Unsaturated Soils under Piecewise Cyclic Loading by Yuanchun Huang, Sidong Shen, Lei Wang, Tianyi Li, Xianlei Fu

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Analysis of Tensile Strength’s Influence on Limit Height and Active Earth Pressure of Slope Based on Ultimate Strain Method by Jianping Xin, Yingren Zheng, Yingxiang Wu, Abi Erdi

“…In the geotechnical engineering, the tensile failure of soil is disregarded for a long time. …”
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Assessment of Ultimate Bearing Capacity of Static Loading Pile Based on Cusp Catastrophe Theory by Jibao Yang, Xing Huang, Hao Ni, Shilong Hao, Fudong Liu, Zhangrong Liu

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Optimization Design of Wind Turbine Blade Based on an Improved Particle Swarm Optimization Algorithm Combined with Non-Gaussian Distribution by Fangjin Sun, Zhonghao Xu, Daming Zhang

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Research on the Geostatic Stress Field Procedure under Complex Conditions by Xue-yan Wang, Yi-li Yuan, Chang-ming Hu, Yuan Mei

“…Geostatic stress field procedure is the first and the most important step for the numerical simulation of geotechnical engineering, which greatly influences the simulation results. …”
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Influence of Foundation Pit Excavation and Precipitation on Settlement of Surrounding Buildings by Hongming Wei

“…With the large-scale development of urban underground space, foundation pit engineering has become one of the important geotechnical engineering topics in urban construction. In this paper, the effects of foundation pit excavation and precipitation on adjacent buildings are studied in detail. …”
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Macro–Microscopic Mechanical Study of Clay–Structure Interface Shear Behavior Using Direct Shear Testing and DEM Simulation by Tingting Sun, Jingnan Yang, Kuang Shi, Shufeng Lin, Jixing Yang

“…Understanding the interface shear behavior between clay and structures is crucial in geotechnical engineering. The mechanism of the roughness effect in the shear process between the clay and structures was studied to reveal the macroscopic and microscopic interface shear behavior. …”
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Numerical Study of the Influence of Cavity on Immiscible Liquid Transport in Varied-Wettability Fractures by Zhi Dou, Zhifang Zhou, Yefei Tan, Yanzhang Zhou

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Experimental Study on the Strength Characteristics of Expansive Soils Improved by the MICP Method by Xuwen Tian, Hongbin Xiao, Zixiang Li, Zhenyu Li, Huanyu Su, Qianwen Ouyang

“…Microbially induced calcite precipitation (MICP) has been a promising method to improve geotechnical engineering properties; however, there are few literatures about the application of the MICP method to improve the strength characteristics of expansive soils with low permeability. …”
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Numerical Investigation of Complex Thermal Coal-Gas Interactions in Coal-Gas Migration by Xiaoyan Ni, Peng Gong, Yi Xue

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