Shear Banding in True Triaxial Tests and Its Effect on Failure in Sand

By Qiong Wang, P. Lade. 2001

187 citations recorded by the source corpus.

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

The influence of inter-particle friction and the intermediate stress ratio on soil response under generalised stress conditions (2012, background): “Most researchers [26 - 27, 29 - 31] agree that axial strains to failure ( ε 1f ) decrease when b increases.”
Comprehensive study of the effects of rolling resistance on the stress–strain and strain localization behavior of granular materials (2010, result): “This trend was also observed experimentally by [ 36 ].”
A generalized anisotropic failure criterion for geomaterials (2010, background): “Shear banding has been observed in the hardening regime in true triaxial tests on sand (Wang and Lade, 2001; Abelev and Lade, 2003) in the midrange of b values (from about 0.”