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Micromechanical Analysis of the At-Rest Lateral Pressure Coefficient of Granular Materials
Abstract The resistance of the lateral earth pressure of rigid retaining structures is related to a series of important geotechnical problems. This paper reports a micromechanical analysis of the at-rest lateral pressure coefficient K0 of granular materials. The influence of the spring stiffnesses and the fabric anisotropy is micromechanically investigated. It is revealed that the at-rest lateral pressure coefficient increases with the increasing stiffness ratio as well as the increasing fabric anisotropy.
Micromechanical Analysis of the At-Rest Lateral Pressure Coefficient of Granular Materials
Abstract The resistance of the lateral earth pressure of rigid retaining structures is related to a series of important geotechnical problems. This paper reports a micromechanical analysis of the at-rest lateral pressure coefficient K0 of granular materials. The influence of the spring stiffnesses and the fabric anisotropy is micromechanically investigated. It is revealed that the at-rest lateral pressure coefficient increases with the increasing stiffness ratio as well as the increasing fabric anisotropy.
Micromechanical Analysis of the At-Rest Lateral Pressure Coefficient of Granular Materials
Shen, Chaomin (author) / Liu, Sihong (author)
2018-01-01
4 pages
Article/Chapter (Book)
Electronic Resource
English
At-rest lateral earth pressure coefficient of a granular medium
Online Contents | 1978
|Elsevier | 2024
|Micromechanical Modelling for Granular Materials
British Library Conference Proceedings | 1996
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