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Discrete-Element Modeling of Strain Localization in Granular Medium at Passive Pressure Application to a Retaining Wall
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Discrete-Element Modeling of Strain Localization in Granular Medium at Passive Pressure Application to a Retaining Wall
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Journal Article
Discrete-Element Modeling of Strain Localization in Granular Medium at Passive Pressure Application to a Retaining Wall
2021
Overview
3D discrete-element modeling is used to analyze passive pressure applied by dense soil to a retaining wall. The soil particles have spherical shapes with the radii selected from the normal distribution. The calculation of tangential forces between the particles takes into account the sliding friction and rolling resistance. The surface roughness of the retaining wall has influence on localization of shear strains in the granular medium and on the pressure applied to the wall by the granular material. The calculation results are compared with the classical solution of the limit state theory.
Publisher
Pleiades Publishing,Springer,Springer Nature B.V
