Implementation of a large deformation finite element modelling technique for seismic slope stability analyses-Reference-Cited by-同舟云学术

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Implementation of a large deformation finite element modelling technique for seismic slope stability analyses

Published:2019-12 Issue: Volume:127 Page:105824
ISSN:0267-7261
Container-title:Soil Dynamics and Earthquake Engineering
language:en
Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

Wang Chen,Hawlader Bipul,Islam Naveel,Soga Kenichi

Funder

Natural Sciences and Engineering Research Council of Canada

Mitacs

Research and Development Corporation of Newfoundland & Labrador

Petroleum Research Newfoundland and Labrador

Publisher

Elsevier BV

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference70 articles.

1. Large deformation finite-element modelling of earthquake-induced landslides considering strain-softening behaviour of sensitive clay;Islam;Can Geotech J,2019

2. Rationalizing the seismic coefficient method;Hynes-Griffin,1984

3. Effects of earthquakes on dams and embankments;Newmark;Geotechnique,1965

4. Simplified procedure for estimating earthquake-induced deviatoric slope displacements;Bray;J Geotech Geoenviron Eng, ASCE,2007

5. Pseudostatic coefficient for use in simplified seismic slope stability evaluation;Bray;J Geotech Geoenviron Eng, ASCE,2009

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2. Seismic stability and failure mechanisms of gentle and steep slopes considering soil rotated anisotropy and spatial variability;Soil Dynamics and Earthquake Engineering;2024-08

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