A numerical investigation of the incremental behavior of crushable granular soils-Reference-Cited by-同舟云学术

A numerical investigation of the incremental behavior of crushable granular soils

Published:2016-02-19 Issue:13 Volume:40 Page:1773-1798
ISSN:0363-9061
Container-title:International Journal for Numerical and Analytical Methods in Geomechanics
language:en
Short-container-title:Int. J. Numer. Anal. Meth. Geomech.

Author:

Ciantia M.O.¹,Arroyo M.²,Calvetti F.³,Gens A.²

Affiliation:

1. Civil and Environmental Engineering Department; Imperial College London; UK (formerly at Department of Civil and Environmental Engineering, UPC, Barcelona Tech, Spain)

2. Division of Geotechnical Engineering and Geosciences; Department of Civil and Environmental Engineering, UPC Barcelona Tech; Spain

3. Dipartimento di Igegneria Civile ed Ambientale (DICA); Politecnico di Milano; Milan Italy

Funder

Ministry of Science and Innovation of Spain

Publisher

Wiley

Subject

Mechanics of Materials,Geotechnical Engineering and Engineering Geology,General Materials Science,Computational Mechanics

Reference42 articles.

1. Sand grain crushing and interface shearing during displacement pile installation in sand;Yang;Geotechnique,2010

2. Behaviour of railroad ballast under monotonic and cyclic loading;Anderson;Journal of Geotechnical and Geoenvironmental Engineering, ASCE,2008

3. Advanced Rail Geotechnology - Ballasted Track

4. A constitutive model for granular materials with grain crushing and its application to a pyroclastic soil;Cecconi;International Journal for Numerical and Analytical Methods in Geomechanics,2002

5. An enhanced constitutive model for crushable granular materials;Daouadji;International Journal for Numerical and Analytical Methods in Geomechanics,2010

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