Consolidation of partially saturated ground improved by impervious column inclusion: Governing equations and semi-analytical solutions von Wang, Lei, Zhou, Annan, Xu, Yongfu, Xia, Xiaohe

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Semi‐analytical solutions of two‐dimensional plane strain consolidation in unsaturated soils subjected to the lateral semipermeable drainage boundary von Wang, Lei, Xu, Yongfu, Xia, Xiaohe, He, Yuelei

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Prediction of lateral displacement of soil behind the reaction wall caused by pipe jacking operation von Sun, Yang, Shen, Shuilong, Xu, Zhengliang, Xia, Xiaohe

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Calculation and approximation of the cnoidal function in cnoidal wave theory von Xu, Yunfeng, Xia, Xiaohe, Wang, Jianhua

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Consolidation of unsaturated composite ground reinforced by permeable columns von Wang, Lei, Zhou, Annan, Xu, Yongfu, Xia, Xiaohe

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Experimental Study and Estimation of Groundwater Fluctuation and Ground Settlement due to Dewatering in a Coastal Shallow Confined Aquifer von Li, Jiong, Li, Mingguang, Zhang, Lulu, Chen, Hui, Xia, Xiaohe, Chen, Jinjian

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Semi-analytical solutions to the two-dimensional plane strain consolidation for unsaturated soil with the lateral semi-permeable drainage boundary under time-dependent loading von Wang, Lei, Xu, Yongfu, Xia, Xiaohe, Zhou, Annan

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Semi-analytical solutions to two-dimensional plane strain consolidation for unsaturated soils under time-dependent loading von Wang, Lei, Xu, Yongfu, Xia, Xiaohe, He, Yuelei, Li, Tianyi

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Two-dimensional plane strain consolidation for unsaturated soils with a strip-shaped distributed permeable boundary von Shen, Sidong, Wang, Lei, Zhou, Annan, Xu, Yongfu, Xia, Xiaohe

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A multiscale coupling approach between discrete element method and finite difference method for dynamic analysis von Li, Mingguang, Yu, Haitao, Wang, Jianhua, Xia, Xiaohe, Chen, Jinjian

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Triaxial Shear Test for Strength Behavior of Saturated Sand–Steel Interface Based on Preformed Failure Plane von Liao, Chencong, Liu, Shi-ao, Xia, Xiaohe

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One-dimensional consolidation of unsaturated soils considering self-weight: Semi-analytical solutions von Wang, Lei, Zhou, Annan, Xu, Yongfu, Xia, Xiaohe

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Shear rate and roughness effect on clay-steel interface strength properties in CU and CPD drainage conditions von Liu, Shi-ao, Liao, Chencong, Su, Xinbin, Chen, Jinjian, Xia, Xiaohe

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Effect of loading frequency and cyclic stress ratio on undrained cyclic behaviors of clay-structure interface with various overconsolidation ratios von Liu, Shi-ao, Liao, Chencong, Lin, Wenxing, Chen, Jinjian, Xia, Xiaohe

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Semi-analytical solutions to two-dimensional plane strain consolidation for unsaturated soil von Wang, Lei, Xu, Yongfu, Xia, Xiaohe, Sun, De'an

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Shear rate effect on clay-structure interface strength properties in various interface boundary conditions von Liu, Shi-ao, Liao, Chencong, Chen, Jinjian, Ye, Guanlin, Xia, Xiaohe

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One-Dimensional Consolidation for Unsaturated Soils under Depth-Dependent Stress Induced by Multistage Load von Shen, Sidong, Wang, Lei, Zhou, Annan, Xu, Yongfu, Xia, Xiaohe

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A Series of Semianalytical Solutions of One-Dimensional Consolidation in Unsaturated Soils von Wang, Lei, Xu, Yongfu, Xia, Xiaohe, Li, Linzhong, He, Yuelei

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The effect of shear rate and overconsolidation ratios on undrained clay–suction caisson interface behaviors von Liu, Shi-ao, Liao, Chencong, Ye, Guanlin, Chen, Jinjian, Xia, Xiaohe

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Semi-analytical solutions to the consolidation of unsaturated composite ground enforced by stone columns under equal strain condition considering smear effect von Zhang, Liting, Wang, Lei, Zhou, Annan, Xu, Yongfu, Xia, Xiaohe

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