Probabilistic pile reinforced slope stability analysis using load transfer factor considering anisotropy of soil cohesion
Jiahui Wen,
Xuesong Chu,
Liang Xu
et al.
Abstract:A probabilistic limit equilibrium framework combining empirical load transfer factor and anisotropy of soil cohesion is developed to conduct pile‐reinforced slope reliability analysis. The anisotropy of soil cohesion is determined conditioned on that the thrust force direction is parallel to the major principal direction and it is easily combined with load transfer factor, which are related with soil parameters, and pile parameters. The proposed method is illustrated against a homogeneous soil slope. The sensi… Show more
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