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Graphic abstracts

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  • Three-dimensional seismic stability of inhomogeneous soil slopes using limit analysis method by Yu-nong LI, Chang LIU, and Li-wei WANG

    Three-dimensional seismic stability of inhomogeneous soil slopes using limit analysis method

  • Improvement of slope soil consolidation capacity of plant root system based on regulation of root architecture by Zhen-yu LI, Miao OUYANG, Hong-bin XIAO, Ju-shan WANG, and Tao LI

    Improvement of slope soil consolidation capacity of plant root system based on regulation of root architecture

  • A multiparameter non-proportional shear strength reduction method for slope stability analysis based on energy evolution theory by Feng LU and Wen-ge QIU

    A multiparameter non-proportional shear strength reduction method for slope stability analysis based on energy evolution theory

  • Circular sliding solution of mining stability and failure depth of floor layered structure on coal face by Hai-feng LU, Xiang-shuai MENG, Wei YAN, and Duo-xi YAO

    Circular sliding solution of mining stability and failure depth of floor layered structure on coal face

  • Effect of different notch prefabrication methods and notch lengths on rock three-point bending test by Hao LU, Xia-ting FENG, Cheng-xiang YANG, and Xi-wei ZHANG

    Effect of different notch prefabrication methods and notch lengths on rock three-point bending test

  • Multi-index prediction method for maximum convergence deformation of underground powerhouse side wall based on statistical analysis by Shun-tian LUO, Fan-jie YANG, Hui ZHOU, Chuan-qing ZHANG, and Xu-hong WANG

    Multi-index prediction method for maximum convergence deformation of underground powerhouse side wall based on statistical analysis

  • Study on the disturbance and recompression settlement of soft soil induced by foundation pit excavation by Tai-shan LU, Song-yu LIU, Guo-jun CAI, Kai WU, and Wen-jun XIA

    Study on the disturbance and recompression settlement of soft soil induced by foundation pit excavation

  • Stability analysis of an underground powerhouse on the left bank of the Baihetan hydropower station based on discrete element simulation and microseismic monitoring by Hao-yu MAO, Nu-wen XU, Biao LI, Yi-lin FAN, and Jia-yao WU

    Stability analysis of an underground powerhouse on the left bank of the Baihetan hydropower station based on discrete element simulation and microseismic monitoring

 

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