Effect of Inherent Fabric on Cyclic Resistance of Granular Materials with Static Shear: A 3D-DEM Study
Author:
Affiliation:
1. Dept. of Civil Engineering, Univ. of British Columbia, Vancouver, BC, Canada.
2. Dept. of Civil and Environmental Engineering, Northwestern Univ., Evanston, IL.
Publisher
American Society of Civil Engineers
Link
https://ascelibrary.org/doi/pdf/10.1061/9780784485347.013
Reference22 articles.
1. Internal states of model isotropic granular packings. I. Assembling process, geometry, and contact networks
2. Barrero, A. R., Oquendo, W., Taiebat, M., and Lizcano, A. (2018). “Cyclic shearing response of granular material in the semi-fluidized regime.” In Geotechnical Earthquake Engineering and Soil Dynamics V: Numerical Modeling and Soil Structure Interaction (pp. 100–107). Reston, VA: American Society of Civil Engineers.
3. Effect of coefficient of uniformity on cyclic liquefaction resistance of granular materials
4. Relating Kα to Relative State Parameter Index
5. DEM analysis of the onset of flow deformation of sands: linking monotonic and cyclic undrained behaviours
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