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    A Modified Failure Wedge Model for Modeling Soil–Pile Interaction of Laterally Loaded Piles in Sand Considering Slope Effect 

    Source: International Journal of Geomechanics:;2024:;Volume ( 024 ):;issue: 010:;page 04024230-1
    Author(s): Xiaodong Shao; Chong Jiang; Yong Fu; Rihong Cao
    Publisher: American Society of Civil Engineers
    Abstract: The installation of many pile foundations near slopes inevitably exposes them to the influence of the slopes on the stiffness and strength of the soil–pile system, which is a significant issue involving geomechanics and ...
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    Slope Stability Analysis Considering Different Contributions of Shear Strength Parameters 

    Source: International Journal of Geomechanics:;2021:;Volume ( 021 ):;issue: 003:;page 04020265-1
    Author(s): Yifan Chen; Hang Lin; Rihong Cao; Chunyang Zhang
    Publisher: ASCE
    Abstract: From the perspective of the mechanical mechanism of slope failure, cohesion c usually plays a different role with friction φ in sliding resistance, which indicates the distinct weights of their reduction factors Fsc and ...
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