Influence of inter-granular void ratio on monotonic and cyclic undrained shear response of sandy soils

DOI10.1016/J.CRME.2010.04.002zbMath1300.74033OpenAlexW1984431036MaRDI QIDQ554102

T. Schanz, Ahmed Arab, Hanifi Missoum, Mostefa Belkhatir, Noureddine Della

Publication date: 29 July 2011

Published in: Comptes Rendus. Mécanique. Académie des Sciences, Paris (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.crme.2010.04.002

zbMATH Keywords

soilsliquefactionfinesinter-granular void ratioresidual shear strengthsilty sand

Mathematics Subject Classification ID

Soil and rock mechanics (74L10)

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