Effects of residual effective stress and particle size distribution on reconsolidation characteristics of granular materials after undrained cyclic shear: a 3D DEM study

Author:

Jiang Mingjin1,Kamura Akiyoshi2,Kazama Motoki2

Affiliation:

1. The University of Hong Kong

2. Tohoku University

Publisher

The Japanese Geotechnical Society

Reference17 articles.

1. 1) Cundall, P. A. and Strack, O. D. (1979): A discrete numerical model for granular assemblies. Géotechnique, 29 (1), 47-65.

2. 2) ESSS (2020): ROCKY, user’s manual, version 4.4.

3. 3) Florin V. A. and Ivanov P. L. (1961): Liquefaction of saturated sandy soils. In: Proceedings of the 5th International Conference on Soil Mechanics and Foundation Engineering, Paris, France, 107-111.

4. 4) Glover, T. J. (Ed.). (1997): Pocket ref. Sequoia Publishing.

5. 5) Ishihara, K. and Yoshimine, M. (1992): Evaluation of settlements in sand deposits following liquefaction during earthquakes. Soils and Foundations, 32(1), 173-188.

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