Shear band inclination and shear modulus of sand in biaxial tests
β Scribed by I. Vardoulakis
- Publisher
- John Wiley and Sons
- Year
- 1980
- Tongue
- English
- Weight
- 746 KB
- Volume
- 4
- Category
- Article
- ISSN
- 0363-9061
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π SIMILAR VOLUMES
An experimental comparative study of three different grouted sands in terms of their effects on the values of two dynamic properties is presented. The dynamic properties studied are the shear modulus and the damping ratio which are determined with resonant column tests and cyclic triaxial tests. The
## Abstract We study the development of microstructure inside the shear band in granular media consisting of ellipticalβshaped particles. Plane strain biaxial compression test was simulated using twoβdimensional distinct element method. The generation of large voids and concentration of excessive p
The paper investigates the incipience of shear band with an incrementally non-linear constitutive equation. Necessary conditions for the emergence of shear band are derived. The lower bound solution is obtained by taking the strain rate inside and outside the shear band into consideration. Numerical