Analysis of consistent soil–structure interface response in multi–directional shear tests by discrete element modeling-Reference-Cited by-同舟云学术

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Analysis of consistent soil–structure interface response in multi–directional shear tests by discrete element modeling

Published:2020-09 Issue: Volume:24 Page:100379
ISSN:2214-3912
Container-title:Transportation Geotechnics
language:en
Short-container-title:Transportation Geotechnics

Author:

Chen Wei-Bin,Zhou Wan-Huan,dos Santos Jaime Alberto

Funder

The Science and Technology Development Fund, Macau SAR

SKL

University of Macau

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Transportation,Civil and Structural Engineering

Reference60 articles.

1. Influences of overburden pressure and soil dilation on soil nail pull-out resistance;Su;Comput Geotech,2010

2. Finite element modelling of pullout testing on a soil nail in a pullout box under different overburden and grouting pressures;Zhou;Can Geotech J,2011

3. A dual beam model for geosynthetic-reinforced granular fill on an elastic foundation;Zhao;Appl Math Model,2016

4. A simple mathematical model for soil nail and soil interaction analysis;Zhou;Comput Geotech,2008

5. Modeling Geogrid Pullout Behavior in Sand Using Discrete-Element Method and Effect of Tensile Stiffness;Chen;Int J Geomech,2019

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3. Macro and mesoscopic shear behavior of interface between sand and concrete with different JRC under cyclic load;Acta Geotechnica;2024-04-04

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