A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Effect of rotated anisotropy of soil shear strength on three-dimensional slope stability: a probabilistic analysis
https://orcid.org/0000-0002-5210-8692
Abstract The influence of three-dimensional (3D) rotated anisotropy on the stability of soil slope is investigated. Random field theory is employed to model the heterogeneity of soil shear strength parameters, and finite element analysis is conducted to compute the slope response. In addition, Monte Carlo simulations are carried out to compute the probability of the 3D slope failure. Based on the simulation results of an idealized 3D soil slope, it is observed that the rotated angle significantly affects the slope failure probability as well as the failure mechanism.
Effect of rotated anisotropy of soil shear strength on three-dimensional slope stability: a probabilistic analysis
https://orcid.org/0000-0002-5210-8692
Abstract The influence of three-dimensional (3D) rotated anisotropy on the stability of soil slope is investigated. Random field theory is employed to model the heterogeneity of soil shear strength parameters, and finite element analysis is conducted to compute the slope response. In addition, Monte Carlo simulations are carried out to compute the probability of the 3D slope failure. Based on the simulation results of an idealized 3D soil slope, it is observed that the rotated angle significantly affects the slope failure probability as well as the failure mechanism.
Effect of rotated anisotropy of soil shear strength on three-dimensional slope stability: a probabilistic analysis
https://orcid.org/0000-0002-5210-8692
Abstract The influence of three-dimensional (3D) rotated anisotropy on the stability of soil slope is investigated. Random field theory is employed to model the heterogeneity of soil shear strength parameters, and finite element analysis is conducted to compute the slope response. In addition, Monte Carlo simulations are carried out to compute the probability of the 3D slope failure. Based on the simulation results of an idealized 3D soil slope, it is observed that the rotated angle significantly affects the slope failure probability as well as the failure mechanism.
Effect of rotated anisotropy of soil shear strength on three-dimensional slope stability: a probabilistic analysis
Wang, Zhen (author) / Wang, Huanling (author) / Xu, Weiya (author)
2021
Article (Journal)
Electronic Resource
English
BKL:
56.00$jBauwesen: Allgemeines
/
38.58
Geomechanik
/
38.58$jGeomechanik
/
56.20
Ingenieurgeologie, Bodenmechanik
/
56.00
Bauwesen: Allgemeines
/
56.20$jIngenieurgeologie$jBodenmechanik
RVK:
ELIB18
Three Dimensional Probabilistic Slope Stability Analysis by RFEM
| British Library Conference Proceedings | 2009
Three-dimensional numerical analysis for rock slope stability using shear strength reduction method
| Online Contents | 2014
Fully Softened Shear Strength for Soil Slope Stability Analyses
| Online Contents | 2017
Fully Softened Shear Strength for Soil Slope Stability Analyses
| Online Contents | 2016