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Rock and Soil Mechanics
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  • General analytical solution for consolidation of sand-drained ground considering the vacuum loading process and the time-dependent surcharge loading by Wei-an LIN, Wen-hao JIANG, and Liang-tong ZHAN

    General analytical solution for consolidation of sand-drained ground considering the vacuum loading process and the time-dependent surcharge loading

  • Modeling unimodal/bimodal soil-water retention curves considering the influence of void ratio under capillarity and adsorption by Zhi-qiang LIN, Jian-gu QIAN, and Zhen-hao SHI

    Modeling unimodal/bimodal soil-water retention curves considering the influence of void ratio under capillarity and adsorption

  • Study of ground motion effect of trapezoidal valley site based on centrifuge shaking table test by Ping LI, Yu-dong ZHANG, Tao BO, Jun-ru GU, and Sheng ZHU

    Study of ground motion effect of trapezoidal valley site based on centrifuge shaking table test

  • A rapid determination method of hydraulic conductivity in full suction range by A-qiang LIU, Xu LI, Yan LIU, and Zhi-yuan ZHANG

    A rapid determination method of hydraulic conductivity in full suction range

  • Mechanical properties and strength criterion of Zhanjiang structured clay in three-dimensional stress state by Bing-heng LIU, Ling-wei KONG, Rong-jun SHU, and Tian-guo LI

    Mechanical properties and strength criterion of Zhanjiang structured clay in three-dimensional stress state

  • Analytical solution of the long-term service performance of tunnel considering surrounding rock rheology and lining deterioration characteristics by Chang LIU, Ding-li ZHANG, Su-lei ZHANG, Qian FANG, and Huang-cheng FANG

    Analytical solution of the long-term service performance of tunnel considering surrounding rock rheology and lining deterioration characteristics

  • Experimental study on seepage erosion induced by pipeline damage under full pipe flow condition by Cheng-yu LIU, Bo-wen CHEN, Hong-lin LUO, and Jia-chun RUAN

    Experimental study on seepage erosion induced by pipeline damage under full pipe flow condition

  • Experimental study on immersion collapsibility process and vertical stress characteristics of large thickness loess foundation in Jingyuan area by De-ren LIU, Zheng-shan AN, Shuo-chang XU, Xu WANG, and Zhuan-jun ZHANG

    Experimental study on immersion collapsibility process and vertical stress characteristics of large thickness loess foundation in Jingyuan area

 

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