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A general framework for coupled hydro-mechanical modelling of rainfall-induced instability in unsaturated slopes with multivariate random fields
Mohsen S. Masoudian, Mir Amid Hashemi Afrapoli, Ali Tasalloti, Alec M. Marshall
The University of Queensland University of Nottingham University of Canterbury
来源Computers and Geotechnics
年份2019
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物理Landslides and related hazards
Geotechnical Engineering and Analysis · Soil and Unsaturated Flow
参考文献 68
Stream Bank Stability in Eastern Nebraska
被引 13Phillip J. Soenksen, Mary J. Turner, Benjamin J. Dietsch · 2003
Bearing capacity of strip footings on spatially random soils using sparse polynomial chaos expansion
被引 80Tamara Al‐Bittar, Abdul‐Hamid Soubra · International Journal for Numerical and Analytical Methods in Geomechanics · 2012
Comparison of different probabilistic methods for predicting stability of a slope in spatially variable c– soil
被引 134R. Suchomel, D. Mašı ́n · Computers and Geotechnics · 2009
此处列出前 3 条
施引文献 61
Modeling multivariate cross-correlated geotechnical random fields using vine copulas for slope reliability analysis
被引 88Xiaosong Tang, Mao‐Xin Wang, Dianqing Li · Computers and Geotechnics · 2020
Three-dimensional reliability analysis of unsaturated soil slope considering permeability rotated anisotropy random fields
被引 81Charles Wang Wai Ng, Chuanxiang Qu, Junjun Ni · Computers and Geotechnics · 2022
Pre- and post-failure behaviour of a dike after rapid drawdown of river level based on material point method
被引 62Yanhao Zheng, Jinhui Li, Xianshuo Zheng · Computers and Geotechnics · 2024
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