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 …

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 …

A practical and efficient reliability-based design optimization method for rock tunnel support

H Zhao - Tunnelling and Underground Space Technology, 2022 - Elsevier
Uncertainty is an intrinsic feature in rock mechanics and engineering, and uncertainty
analysis is an important challenge to stability analysis, design, and construction in the …

Efficient numerical-simulation-based slope reliability analysis considering spatial variability

L Chen, W Zhang, G Paneiro, Y He, L Hong - Acta Geotechnica, 2024 - Springer
Currently, numerical-simulation-based slope reliability analysis (NSB-SRA) considering
spatial variability is still a time-consuming task. To address this problem, this study proposed …

Seismic performance evaluation of high CFRD slopes subjected to near-fault ground motions based on generalized probability density evolution method

R Pang, B Xu, X Kong, Y Zhou, D Zou - Engineering Geology, 2018 - Elsevier
This research mainly addresses evaluating the seismic reliability and analyzing the random
dynamic response of high concrete-faced rockfill dam (CFRD) slopes suffering from the near …

Bayesian updating for progressive excavation of high rock slopes using multi-type monitoring data

Y Sun, J Huang, W Jin, SW Sloan, Q Jiang - Engineering Geology, 2019 - Elsevier
Abstract Systems for monitoring the deformation and stress conditions of excavated high
rock slopes are usually implemented for safety reasons and to predict the stability of future …

Seismic response of stratified rock slopes due to incident P and SV waves using a semi-analytical approach

M Wu, F Liu, J Yang - Engineering Geology, 2022 - Elsevier
Based on the theory of elastodynamics and the concept of wave-field separation, a semi-
analytical method for the scattering and diffraction of P-SV waves by stratified rock slopes is …

Reliability analysis of pile-reinforced slopes in width-limited failure mode considering three-dimensional spatial variation of soil strength

Z Sun, G Huang, Y Hu, D Dias, J Ji - Computers and Geotechnics, 2023 - Elsevier
Stabilization pile is a common measurement for landslide mitigation. In previous literatures,
the deterministic safety factor F s method has been well established for pile-reinforced slope …

Stability analysis and reinforcement evaluation of high-steep rock slope by microseismic monitoring

K Ma, CA Tang, ZZ Liang, DY Zhuang, QB Zhang - Engineering Geology, 2017 - Elsevier
The stability of excavated high-steep rock slopes is most significant in the long-term safety of
large-scale hydropower projects. Dagangshan rock slope had an unloading fractured zone …

[HTML][HTML] Probabilistic stability analyses of slope reinforced with piles in spatially variable soils

F Chen, R Zhang, Y Wang, H Liu, T Böhlke… - International Journal of …, 2020 - Elsevier
In this paper, deterministic stability analyses for soil slopes reinforced with pile of different
locations and lengths were conducted firstly to calculate the factor of safety through limit …