Post-failure analysis of landslides in spatially varying soil deposits using stochastic material point method

Post-failure analysis of landslides in spatially varying soil deposits using stochastic material point method

This paper presents the probabilistic analysis of landslides in spatially variable soil deposits, modeled by a stochastic framework which integrates the random field theory with generalized interpolation material point method (GIMP). Random fields are simulated using Cholesky matrix decomposition (C...

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Bibliographic Details
Main Authors: MA Guo-tao, REZANIA Mohammad, MOUSAVI NEZHAD Mohaddeseh, SHI Bu-tao
Format: Article
Language:English
Published: SCIENCE PRESS , 16 DONGHUANGCHENGGEN NORTH ST, BEIJING, PEOPLES R CHINA, 100717 2022-07-01
Series:Rock and Soil Mechanics
Subjects:
probabilistic analysis
random fields
latin hypercube sampling
landslides
Online Access:http://rocksoilmech.whrsm.ac.cn/EN/10.16285/j.rsm.2021.00153

Internet

http://rocksoilmech.whrsm.ac.cn/EN/10.16285/j.rsm.2021.00153

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