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contributor authorRui Wang
contributor authorWei Cao
contributor authorJian-Min Zhang
date accessioned2019-09-18T10:41:03Z
date available2019-09-18T10:41:03Z
date issued2019
identifier other%28ASCE%29EM.1943-7889.0001660.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4260241
description abstractThe relationship between dilatancy and anisotropy is a fundamental aspect of anisotropic behavior of granular materials. Existing test data directly investigating this relationship are scarce and conflicting. Discrete element biaxial and triaxial numerical tests on idealized granular materials in both two-dimensional (2D) and three-dimensional (3D) are conducted in this study to acquire high quality stress, strain, dilatancy, and fabric data for various anisotropic samples, which are utilized to analyze the dependency of dilatancy ratio on fabric anisotropy. The test results indicate that the dilatancy ratio is not only dependent on the initial fabric anisotropy, but is also influenced by the evolution of fabric, especially the contact normal fabric. At low deviatoric stress ratio under biaxial and triaxial loading, difference in initial fabric anisotropy of granular materials can lead to distinctly different dilatancy ratios. As loading continues, the deviatoric stress ratio, void ratio, and fabric of granular materials evolve toward the unique critical state, causing the dilatancy ratio to converge irrespective of its initial value. The anisotropic critical state theory (ACST) is shown to be capable of providing a framework for quantitative mathematical depiction of the dependency of dilatancy ratio on fabric anisotropy.
publisherAmerican Society of Civil Engineers
titleDependency of Dilatancy Ratio on Fabric Anisotropy in Granular Materials
typeJournal Paper
journal volume145
journal issue10
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)EM.1943-7889.0001660
page04019076
treeJournal of Engineering Mechanics:;2019:;Volume ( 145 ):;issue: 010
contenttypeFulltext


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