Strain localization characteristics of loose saturated Toyoura sand in undrained cyclic torsional shear tests with initial static shear

Author:

Chiaro Gabriele,Kiyota Takashi,Koseki Junichi

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference28 articles.

1. Strain localization in sand: plane strain versus triaxial compression;Alshibli;Journal of Geotechnical and Geoenvironmental Engineering, ASCE,2003

2. Shear band formation in plane strain experiments of sand;Alshibli;Journal of Geotechnical and Geoenvironmental Engineering, ASCE,2000

3. Chiaro, G., 2010 Deformation properties of sand with initial static shear in undrained torsional shear tests and their modeling, PhD thesis, Dept. of Civil Engineering, University of Tokyo, Japan.

4. Effects of initial static shear on liquefaction and large deformation properties of loose saturated Toyoura sand in undrained cyclic torsional shear tests;Chiaro;Soils and Foundations,2012

5. Void ratio evolution inside shear bands in triaxial sand specimens studied by computed tomography;Desrues;Geotechnique,1996

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