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  • Research on the effect of the moving water table on passive isolation effectiveness using a multiple open trench barrier by Jian-ping LI, Xiao-lei ZHANG, and Shi-jin FENG

    Research on the effect of the moving water table on passive isolation effectiveness using a multiple open trench barrier

  • Explicit solution of horizontal infiltration equation in unsaturated soils by Ji-wei LI, Fa-li LIN, Chang-fu WEI, Hua-bin WANG, and Pan CHEN

    Explicit solution of horizontal infiltration equation in unsaturated soils

  • Research on random propagation method of hydraulic fracture based on zero-thickness cohesive element by Jun LI, Wen-bao ZHAI, Zhao-wei CHEN, Gong-hui LIU, and Ying-cao ZHOU

    Research on random propagation method of hydraulic fracture based on zero-thickness cohesive element

  • Mechanical properties of fractured sandstone after cyclic thermal shock by Man LI

    Mechanical properties of fractured sandstone after cyclic thermal shock

  • Soil-water characteristic of biochar-clay mixture in the full suction range by Ming-yu LI, Wen-jing SUN, Qiang HUANG, and De-an SUN

    Soil-water characteristic of biochar-clay mixture in the full suction range

  • Mechanical properties of saline soil solidified with lime, fly ash and modified polyvinyl alcohol under freeze-thaw cycles by Min LI, He-miao YU, Hong-pu DU, Bao-yu CAO, and Shou-xi CHAI

    Mechanical properties of saline soil solidified with lime, fly ash and modified polyvinyl alcohol under freeze-thaw cycles

  • Analytical solutions for 1D consolidation of unsaturated soils with mixed nonhomogeneous boundary conditions by Dao-sheng LING, Tian-hao ZHAO, Jia-jun NIU, Song ZHU, and Zhen-dong SHAN

    Analytical solutions for 1D consolidation of unsaturated soils with mixed nonhomogeneous boundary conditions

  • Experimental research on the shear characteristics of the composite liner consisting of wrinkled geomembrane and needle punched geosynthetic clay liner by Hai LIN

    Experimental research on the shear characteristics of the composite liner consisting of wrinkled geomembrane and needle punched geosynthetic clay liner

 

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