๐”– Bobbio Scriptorium
โœฆ   LIBER   โœฆ

Coupled analysis of bifurcation and shear band in saturated soils

โœ Scribed by Guo, P.; Stolle, D.F.E.

Book ID
123497148
Publisher
Elsevier
Year
2013
Tongue
English
Weight
848 KB
Volume
53
Category
Article
ISSN
0038-0806

No coin nor oath required. For personal study only.

๐Ÿ“œ SIMILAR VOLUMES

Numerical analysis of shear-band bifurca
Numerical analysis of shear-band bifurcation
โœ Li Guochen ๐Ÿ“‚ Article ๐Ÿ“… 1990 ๐Ÿ› The Chinese Society of Theoretical and Applied Mec ๐ŸŒ English โš– 373 KB
An approximate method for evaluating the
An approximate method for evaluating the shear band thickness in saturated soils
โœ X. B. Lu; Wang Shuyun; Wang Yihua; Peng Cui ๐Ÿ“‚ Article ๐Ÿ“… 2004 ๐Ÿ› John Wiley and Sons ๐ŸŒ English โš– 113 KB

## Abstract A formula for the thickness of a shear band formed in saturated soils under a simple shear or a combined stress state has been proposed. It is shown that the shear band thickness is dependent on the pore pressure properties of the material and the dilatancy rate, but is independent of t