Use of instability curves for the assessment of post-liquefaction stability and deformation of sloping grounds-Reference-Cited by-同舟云学术

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Use of instability curves for the assessment of post-liquefaction stability and deformation of sloping grounds

Published:2020-02 Issue: Volume:265 Page:105347
ISSN:0013-7952
Container-title:Engineering Geology
language:en
Short-container-title:Engineering Geology

Author:

Ismael Bashar,Lombardi Domenico,Bhattacharya Subhamoy,Ahmad Syed Mohd

Publisher

Elsevier BV

Subject

Geology,Geotechnical Engineering and Engineering Geology

Reference45 articles.

1. A state parameter for sands;Been;Gèotechnique,1985

2. Seismic Design of Foundations: Concepts and Applications;Bhattacharya,2019

3. Liquefaction susceptibility mapping in the city of Memphis and Shelby County;Broughton;Tennessee. Engineering Geology,2001

4. Characteristics of cohesionless soils affecting the stability of earth fills;Casagrande;Journal of Boston Society of Civil Engineers,1936

5. Factors affecting liquefaction and cyclic mobility;Castro;Journal of Geotechnical Engineering Division,1994

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2. The failure type-dependent characterization of liquefaction resistance by small-strain shear modulus for saturated sand;Engineering Geology;2024-06

3. Effect of Microbial Induced Partial Saturation on Liquefaction Mitigation of Sand of Different Relative Densities;International Journal of Civil Engineering;2024-03-20

4. Compaction Curves and Strength of Clayey Soil Modified with Micro and Nano Silica;Materials;2022-10-14

5. Mechanics of the instability of sand and non-plastic silt mixture using equivalent intergranular void ratio;Arabian Journal of Geosciences;2022-08

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