Application of a damage constitutive model to pile–slope stability analysis

Piles were regarded as elastic materials in the traditional numerical simulation. The elastic pile would not reflect the damage of the pile in engineering, which would misjudge the reinforcement effect of piles on slopes. The specific objective of this study was to propose a damage constitutive mode...

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Bibliographic Details
Main Authors: Jian-Hong Jiang, Xi-Long Huang, Xiao-Rui Shu, Xiao Ning, Yan Qu, Wei-Lin Xiong
Format: Article
Language:English
Published: Frontiers Media S.A. 2022-11-01
Series:Frontiers in Materials
Subjects:
Online Access:https://www.frontiersin.org/articles/10.3389/fmats.2022.1082292/full