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Rock and Soil Mechanics
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Home > GRAPHIC_ABSTRACTS

Graphic abstracts

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  • Study on dynamic characteristics of cement-stabilized expansive soil subgrade of heavy-haul railway under immersed environment by Yong-hui SHANG, Lin-rong XU, and Yu CAI

    Study on dynamic characteristics of cement-stabilized expansive soil subgrade of heavy-haul railway under immersed environment

  • Experimental study of capillary water rising in aeolian sand using a moisture field testing technique based on image RGB information by TIAN Sheng-kui

    Experimental study of capillary water rising in aeolian sand using a moisture field testing technique based on image RGB information

  • Physical experimental study on excavation disturbance of TBM in deep composite strata by Lin-ken SHI, Hui ZHOU, Ming SONG, Jing-jing LU, and Chuan-qing ZHANG

    Physical experimental study on excavation disturbance of TBM in deep composite strata

  • Analysis of the evolution of excess pore water pressure in soft soil under linear unloading by Xu-chao SHI and Yun-de SUN

    Analysis of the evolution of excess pore water pressure in soft soil under linear unloading

  • A study of water content distribution and shallow stability of earth slopes subject to rainfall infiltration by Zhen-ning SHI, Shuang-xing QI, Hong-yuan FU, Ling ZENG, and Zhong-ming HE

    A study of water content distribution and shallow stability of earth slopes subject to rainfall infiltration

  • Numerical simulation of failure processes of heterogeneous rock specimens under assumption of invariant spherical stress during stress drop by Qin SHU, Xue-bin WANG, Yang-feng ZHAO, and Xue-yuan BAI

    Numerical simulation of failure processes of heterogeneous rock specimens under assumption of invariant spherical stress during stress drop

  • Effects of loading rate on SBPT responses of Zhanjiang structured clay by Rong-jun SHU, Ling-wei KONG, Wen-zhuo SHI, Bing-heng LIU, and Cheng-sheng LI

    Effects of loading rate on SBPT responses of Zhanjiang structured clay

  • A calculation method for the bearing capacity of saturated soil under undrained conditions by Er-xiang SONG, Hao FU, and Xian-jie LI

    A calculation method for the bearing capacity of saturated soil under undrained conditions

 

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