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    Random Material Point Method for Large-Deformation Analysis of 3D Pile-Reinforced Slopes with Spatially Variable Soils

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    AJRUA6.RUENG-1872.pdf (9.705Mb)
    Date
    2026
    Author
    Deng, Zhi-Ping
    You, Jia-Yang
    Pan, Min
    Zhong, Min
    Luo, Cao
    Jiang, Shui-Hua
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    Abstract
    AbstractAntislide piles are widely utilized for disaster prevention and slope stabilization. However, previous studies have often neglected the influence of pile design on both slope destabilization and postfailure mitigation, focusing predominantly on ...
    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4314653
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    • ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering

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