Three-dimensional discrete element analysis of liquefaction behaviour of crushable pumice sand
Author:
Affiliation:
1. Unitec/TePukenga
2. University of Auckland
Publisher
The Japanese Geotechnical Society
Link
https://www.jstage.jst.go.jp/article/jgssp/10/19/10_v10.OS-8-08/_pdf
Reference18 articles.
1. 1) Belheine, N., Plassiard, J.-P., Donzé, F.-V., Darve, F. and Seridi, A. (2009): Numerical simulation of drained triaxial test using 3D discrete element modeling, Computers and Geotechnics, 36(1-2), 320-331. https://doi.org/10.1016/j.compgeo.2008.02.003
2. 2) Ciantia, M., Arroyo, M., Calvetti, F. and Gens, A. (2015): An approach to enhance efficiency of DEM modelling of soils with crushable grains, Géotechnique, 65(2), 91-110. https://doi.org/10.1680/geot.13.P.218
3. 3) Ciantia, M. O., Arroyo, M., O’Sullivan, C. and Gens, A. (2019): Micromechanical inspection of incremental behaviour of crushable soils, Acta Geotechnica, 14(5), 1337-1356. https://doi.org/10.1007/s11440-019-00802-0
4. 4) Cil, M. B. and Alshibli, K. A. (2014): 3D analysis of kinematic behavior of granular materials in triaxial testing using DEM with flexible membrane boundary, Acta Geotechnica, 9(2), 287-298. https://doi.org/10.1007/s11440-013-0273-0
5. 5) Cundall, P. A. (1988): Formulation of a three-dimensional distinct element model—Part I. A scheme to detect and represent contacts in a system composed of many polyhedral blocks, International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 25(3), 107-116. https://doi.org/10.1016/0148-9062(88)92293-0
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