Response surface methods for slope reliability analysis: review and comparison

DQ Li, D Zheng, ZJ Cao, XS Tang, KK Phoon - Engineering Geology, 2016 - Elsevier
This paper reviews previous studies on developments and applications of response surface
methods (RSMs) in different slope reliability problems. Based on the review, four types of …

Seismic time-history response and system reliability analysis of slopes considering uncertainty of multi-parameters and earthquake excitations

R Pang, B Xu, Y Zhou, L Song - Computers and Geotechnics, 2021 - Elsevier
In practical geotechnical engineering of slopes, it is well-known that the uncertainty of soil
properties and ground motions need to be considered for the safety of the project. The effect …

3D slope reliability analysis based on the intelligent response surface methodology

LF Song, X Yu, B Xu, R Pang, ZY Zhang - Bulletin of engineering geology …, 2021 - Springer
At present, there are two problems in 3D slope reliability analysis:(1) the slope stability
analysis method;(2) how to effectively extend the reliability analysis method from 2D to 3D …

Efficient system reliability analysis of slope stability in spatially variable soils using Monte Carlo simulation

SH Jiang, DQ Li, ZJ Cao, CB Zhou… - Journal of geotechnical …, 2015 - ascelibrary.org
Monte Carlo simulation (MCS) provides a conceptually simple and robust method to
evaluate the system reliability of slope stability, particularly in spatially variable soils …

Novel approach to efficient slope reliability analysis in spatially variable soils

ZZ Wang, SH Goh - Engineering Geology, 2021 - Elsevier
The random field finite element method (RF-FEM) provides a robust tool for carrying out
slope reliability analysis that incorporates the spatial variability of soil properties. However, it …

Enhancement of random finite element method in reliability analysis and risk assessment of soil slopes using Subset Simulation

DQ Li, T **ao, ZJ Cao, CB Zhou, LM Zhang - Landslides, 2016 - Springer
Random finite element method (RFEM) provides a rigorous tool to incorporate spatial
variability of soil properties into reliability analysis and risk assessment of slope stability …

Efficient slope reliability analysis at low-probability levels in spatially variable soils

SH Jiang, JS Huang - Computers and Geotechnics, 2016 - Elsevier
Abstract Direct Monte Carlo simulation for the reliability analysis of slope stability with
spatially variable soil properties suffers from a serious lack of efficiency when the probability …

System probabilistic stability analysis of soil slopes using Gaussian process regression with Latin hypercube sampling

F Kang, S Han, R Salgado, J Li - Computers and Geotechnics, 2015 - Elsevier
This paper presents a system probabilistic stability evaluation method for slopes based on
Gaussian process regression (GPR) and Latin hypercube sampling. The analysis is …

Investigation of slope failure mode evolution during large deformation in spatially variable soils by random limit equilibrium and material point methods

X Liu, Y Wang, DQ Li - Computers and Geotechnics, 2019 - Elsevier
This study investigates the occurrence and evolution of various slope failure modes during
large deformation in spatially variable soils using Monte Carlo simulation combined with …

Slope stability machine learning predictions on spatially variable random fields with and without factor of safety calculations

M Aminpour, R Alaie, S Khosravi, N Kardani… - Computers and …, 2023 - Elsevier
Abstract Random field Monte Carlo (MC) reliability analysis is a robust stochastic method to
determine the probability of failure. This method, however, requires a large number of …