DEM analysis of small and small-to-medium strain shear modulus of sands-Reference-Cited by-同舟云学术

DEM analysis of small and small-to-medium strain shear modulus of sands

Published:2022-01 Issue: Volume:141 Page:104518
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Reddy Nallala S.C.,He Huan,Senetakis Kostas

Funder

City University of Hong Kong

Research Grants Council, University Grants Committee

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference141 articles.

1. Non-linear soil stiffness in routine design;Atkinson;Géotechnique,2000

2. Effect of Aspect Ratio on the Monotonic Shear Behaviour: Micromechanical Interpretations;Anitha Kumari;Geotech. Geol. Eng.,2013

3. Role of interparticle friction and particle-scale elasticity in the shear-strength mechanism of three-dimensional granular media;Antony;Phys. Rev. E Stat. Nonlin. Soft Matter Phys.,2009

4. Force chains and contact network topology in sheared packings of elongated particles;Azéma;Phys. Rev. E Stat. Nonlin. Soft Matter Phys.,2012

5. EERA: A Computer Program for Equivalent-Linear Earthquake Site Response Analyses of Layered Soil Deposits;Bardet,2000

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