Undrained cyclic behavior of granular materials considering initial static shear effect: Insights from discrete element modeling
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Title
Undrained cyclic behavior of granular materials considering initial static shear effect: Insights from discrete element modeling
Authors
Keywords
Discrete element method, Granular materials, Undrained cyclic simple shear, Static shear, Fabric evolution
Journal
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING
Volume 143, Issue -, Pages 106597
Publisher
Elsevier BV
Online
2021-01-22
DOI
10.1016/j.soildyn.2021.106597
References
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