Enhancement of random finite element method in reliability analysis and risk assessment of soil slopes using Subset Simulation-Reference-Cited by-同舟云学术

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

Published:2015-03-13 Issue:2 Volume:13 Page:293-303
ISSN:1612-510X
Container-title:Landslides
language:en
Short-container-title:Landslides

Author:

Li Dian-Qing,Xiao Te,Cao Zi-Jun,Zhou Chuang-Bing,Zhang Li-Min

Publisher

Springer Science and Business Media LLC

Subject

Geotechnical Engineering and Engineering Geology

Link

http://link.springer.com/content/pdf/10.1007/s10346-015-0569-2.pdf

Reference45 articles.

1. Ang AH-S, Tang WH (2007) Probability concepts in engineering: emphasis on applications to civil and environmental engineering, 2nd edn. John Wiley & Sons, Hoboken

2. Au SK (2005) Reliability-based design sensitivity by efficient simulation. Comput Struct 83(14):1048–1061

3. Au SK, Beck JL (2001) Estimation of small failure probabilities in high dimensions by subset simulation. Probabilistic Eng Mechanics 16(4):263–277

4. Au SK, Beck JL (2003) Important sampling in high dimensions. Struct Saf 25(2):139–163

5. Au SK, Wang Y (2014) Engineering risk assessment with subset simulation. John Wiley & Sons, Singapore

Cited by 190 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Reliability analysis and geometric optimization method of cut slope in spatially variable soils with rotated anisotropy;Engineering Failure Analysis;2024-04

2. Interpreting random fields through the U-Net architecture for failure mechanism and deformation predictions of geosystems;Geoscience Frontiers;2024-01

3. Exploring the stability of unsaturated soil slope under rainfall infiltration conditions: A study based on multivariate interrelated random fields using R-vine copula;CATENA;2024-01

4. Reliability analysis of high core rockfill dam against seepage failure considering spatial variability of hydraulic parameters;Acta Geotechnica;2023-12-09

5. Reliability assessment of rainfall-induced slope stability using Chebyshev–Galerkin–KL expansion and Bayesian approach;Canadian Geotechnical Journal;2023-12-01