Uncertainty Analysis of Post-Failure Behavior in Landslides Based on SPH Method and Generalized Geotechnical Random Field Theory-Reference-Cited by-同舟云学术

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Uncertainty Analysis of Post-Failure Behavior in Landslides Based on SPH Method and Generalized Geotechnical Random Field Theory

Published:2024-07 Issue: Volume:171 Page:106363
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Bi Zhonghui^ORCID,Wu Wei,Zhang Liaojun,Peng Chong

Publisher

Elsevier BV

Reference52 articles.

1. Preliminary analysis of a catastrophic landslide event on 6 august 2020 at Pettimudi, Kerala State, India;Achu;Landslides,2021

2. A generalized wall boundary condition for smoothed particle hydrodynamics;Adami;J. Comput. Phys.,2012

3. Effects of spatial variability of soil properties and ground motion characteristics on permanent displacements of slopes;Alamanis;Soil Dyn. Earthq. Eng.,2022

4. Random field reliability analysis for time-dependent behaviour of soft soils considering spatial variability of elastic visco-plastic parameters;Alibeikloo;Reliab. Eng. Syst. Saf.,2022

5. Lagrangian meshfree particles method (SPH) for large deformation and failure flows of geomaterial using elastic–plastic soil constitutive model;Bui;Int. J. Numer. Anal. Meth. Geomech.,2008

Cited by 2 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. SPH simulation of earthquake-induced liquefaction and large deformation behaviour of granular materials using SANISAND constitutive model;Computers and Geotechnics;2024-10

2. Numerical modelling of multiple excavations in an ultra-deep foundation using an enhanced distinct lattice spring model with modified cam clay model;Tunnelling and Underground Space Technology;2024-10

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