Sequential probabilistic back analyses of spatially varying soil parameters and slope reliability prediction under rainfall-Reference-Cited by-同舟云学术

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Sequential probabilistic back analyses of spatially varying soil parameters and slope reliability prediction under rainfall

Published:2024-01 Issue: Volume:328 Page:107372
ISSN:0013-7952
Container-title:Engineering Geology
language:en
Short-container-title:Engineering Geology

Author:

Pan Min,Jiang Shui-Hua,Liu Xin,Song Gu-Quan,Huang Jinsong

Funder

National Natural Science Foundation of China

Natural Science Foundation of Jiangxi Province

Publisher

Elsevier BV

Subject

Geology,Geotechnical Engineering and Engineering Geology

Reference53 articles.

1. Estimation of small failure probabilities in high dimensions by subset simulation;Au;Probab. Eng. Mech.,2001

2. Transitional markov chain Monte Carlo: observations and improvements;Betz;J. Eng. Mech.,2016

3. Probabilistic stability analysis of rainfall-induced landslides considering spatial variability of permeability;Cho;Eng. Geol.,2014

4. Reliability evaluation of slope considering geological uncertainty and inherent variability of soil parameters;Deng;Comput. Geotech.,2017

5. Stratigraphic uncertainty characterization using generalized coupled Markov chain;Deng;Bull. Eng. Geol. Environ.,2020

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1. Efficient reliability assessment of slope stability with insightful sensitivity analysis concerning the safety factor;Structures;2024-06

2. The overall stability of a partially unstable reservoir bank slope to water fluctuation and rainfall based on Bayesian theory;Landslides;2024-04-25

3. Probabilistic back-analysis of rainfall-induced landslides for slope reliability prediction with multi-source information;Journal of Rock Mechanics and Geotechnical Engineering;2024-04

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