Conference
A Revisiting of Undrained Shear Banding in Water-Saturated Sand
Abstract
The paper revisits the analysis of undrained shear banding in water saturated sand. By taking into account the coupling between potential volume change and excess pore water pressure as well as the continuity of stresses and pore pressure across the shear band, it is theoretically shown that incipient localisation may take place in loose sand but is precluded for dense sand under undrained conditions. The undrained shear band orientation …
Authors
Guo P
Series
Springer Series in Geomechanics and Geoengineering
Pagination
pp. 301-307
Publisher
Springer Nature
Publication Date
2011
DOI
10.1007/978-94-007-1421-2_39
Conference proceedings
Springer Series in Geomechanics and Geoengineering
ISSN
1866-8755