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Rock and Soil Mechanics
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Home > GRAPHIC_ABSTRACTS

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  • Characteristics of the cumulative plastic deformation and pore water pressure of saturated sand under cyclic intermittent loading by Qi YANG, Xiao-ya WANG, Ru-song NIE, Chen CHEN, Yuan-zheng CHEN, and Fang XU

    Characteristics of the cumulative plastic deformation and pore water pressure of saturated sand under cyclic intermittent loading

  • Deterioration-buckling failure mechanism of consequent bedding limestone bank slope in Three Gorges Reservoir area by Guo-qiang YAN, Yue-ping YIN, Bo-lin HUANG, and Lei HU

    Deterioration-buckling failure mechanism of consequent bedding limestone bank slope in Three Gorges Reservoir area

  • Penetration resistance evolution characteristics and mesoscopic mechanism of submarine pipeline in sandy seabed by Yang YANG

    Penetration resistance evolution characteristics and mesoscopic mechanism of submarine pipeline in sandy seabed

  • A case study of excavation damage zone expansion time effect in hard brittle country rock under high geostress:characteristics and mechanism by Yan-shuang YANG, Hui ZHOU, Song-hua MEI, Zhan-rong ZHANG, and Jin-lan LI

    A case study of excavation damage zone expansion time effect in hard brittle country rock under high geostress:characteristics and mechanism

  • A new solution to the ultimate bearing capacity of reinforced ground near slope based on the unified strength theory by Qing YAN, Jun-hai ZHAO, and Chang-guang ZHANG

    A new solution to the ultimate bearing capacity of reinforced ground near slope based on the unified strength theory

  • Centrifugal experimental study on seismic response of bridge pile group foundation in saturated sand field overlain by water by Zhi-xiao YAN

    Centrifugal experimental study on seismic response of bridge pile group foundation in saturated sand field overlain by water

  • Multi-directional cyclic simple shear behaviour of loose sand under complex initial stress states by LI Yao

    Multi-directional cyclic simple shear behaviour of loose sand under complex initial stress states

  • Reliability analysis of slope under rainfall infiltration considering preferential flow model by Yun-qi YAO, Run-qiang ZENG, Jian-hua MA, Xiang-pei MENG, and Hong WANG

    Reliability analysis of slope under rainfall infiltration considering preferential flow model

 

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