Effects of intermediate principal stress on the granular material behavior under partial drainage conditions
Author:
Funder
National Natural Science Foundation of China
Key Technologies Research and Development Program
Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s11440-024-02292-1.pdf
Reference48 articles.
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3. Cundall PA, Strack ODL (1979) A discrete numerical model for granular assemblies. Géotechnique 29(1):47–65
4. Chu J, Wanatowski D, Loke WL, Leong WK (2015) Pre-failure instability of sand under dilatancy rate controlled conditions. Soils Found 55(2):414–424
5. Daouadji A, Hicher PY, Jrad M, Sukumaran B, Belouettar S (2013) Experimental and numerical investigation of diffuse instability in granular materials using a microstructural model under various loading paths. Géotechnique 63(5):368–381
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