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  • Experimental study and model of interface shear stress relaxation behavior of anchors in red clay by Chang-fu CHEN, Cheng DU, Shi-min ZHU, Shi-lin HE, and Gen-bao ZHANG

    Experimental study and model of interface shear stress relaxation behavior of anchors in red clay

  • Experimental research on fracture initiation pressure of conventional triaxial slurry fracturing in similar material of sandy mudstone by Hua CHENG, Xiang-yang LIU, Ru-kang CAO, and Xue-song WANG

    Experimental research on fracture initiation pressure of conventional triaxial slurry fracturing in similar material of sandy mudstone

  • Establishment of constitutive relation of shear deformation for irregular joints in sandstone by Tan CHENG, Bao-hua GUO, Jie-hao SUN, Shi-xuan TIAN, and Chong-xuan SUN

    Establishment of constitutive relation of shear deformation for irregular joints in sandstone

  • Development of pressure−suction element model for film water in freezing soil and experimental verification by Han-qing CHEN, Hua CHENG, Guang-yong CAO, Hai-bing CAI, and Chuan-xin RONG

    Development of pressure−suction element model for film water in freezing soil and experimental verification

  • Triple-shear failure criteria and experimental verification for unsaturated soils by Hao CHEN and Xiao-rong HU

    Triple-shear failure criteria and experimental verification for unsaturated soils

  • Propagation process of hydraulic fracture crossing an orthogonal discontinuity by Lei CHEN, Guang-qing ZHANG, Min ZHANG, Yu-jie CAO, and Li-ji SHEN

    Propagation process of hydraulic fracture crossing an orthogonal discontinuity

  • Prediction model for compressive strength of rock-steel fiber reinforced concrete composite layer by Meng CHEN, Xiu-wen CUI, Xin YAN, Hao WANG, and Er-lei WANG

    Prediction model for compressive strength of rock-steel fiber reinforced concrete composite layer

  • Experimental study on liquefaction resistance characteristics of fine-grained coralline soils by Ping-shan CHEN

    Experimental study on liquefaction resistance characteristics of fine-grained coralline soils

 

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