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Micro-structure Evolution in Layered Granular...
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Micro-structure Evolution in Layered Granular Materials During Biaxial Compression

Abstract

Biaxial compression tests were conducted to investigate the deformation characteristics of layered granular samples by considering the localized deformation characteristics of sublayers. Layered sample refers to a three-layer granular materials stacked in the order hard-soft-hard. The DEM simulation results show that stress and strain development of layered granular samples are positively correlated with the volumetric fraction, which is consistent with the theoretical and FEM results. Directional distribution of contact normal and force chains follows the same pattern: possibilities of near-horizontal and vertical direction increases (decreases) in hard (soft) layer, while possibilities of diagonal direction decreases (increases) in hard (soft) layer.

Authors

Fu L; Guo P; Zhou S; Shan Y

Series

Springer Series in Geomechanics and Geoengineering

Pagination

pp. 144-147

Publisher

Springer Nature

Publication Date

January 1, 2018

DOI

10.1007/978-3-319-97112-4_32

Conference proceedings

Springer Series in Geomechanics and Geoengineering

ISSN

1866-8755
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