Microscopic investigation into liquefaction resistance of pre-sheared sand: Effects of particle shape and initial anisotropy

Author:

Morimoto TokioORCID,Otsubo MasahideORCID,Koseki JunichiORCID

Funder

Japan Society for the Promotion of Science

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference58 articles.

1. Particle-scale insight into soil arching under trapdoor condition;Ali;Soils Found.,2020

2. A discrete numerical model for granular assemblies;Cundall;Géotechnique,1979

3. Evolution of shear wave velocity during triaxial compression;Dutta;Soils Found.,2020

4. Enomoto, T. (2020). Multiple-liquefaction behaviour of sands containing fines. Jpn. Geotech. J. 15(2), 281–293 (in Japanese). https://doi.org/10.3208/jgs.15.281.

5. Finn, W.D.L., Vaid, Y.P., 1977. Liquefaction potential from drained constant volume cyclic simple shear tests. In:Proceedings of the 6th World Conference on Earthquake Engineering, New Delhi, India, 10–14.

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