A constitutive model for sand with anisotropic hardening rule
✍ Scribed by Z. Mróz; St. Pietruszczak
- Publisher
- John Wiley and Sons
- Year
- 1983
- Tongue
- English
- Weight
- 808 KB
- Volume
- 7
- Category
- Article
- ISSN
- 0363-9061
No coin nor oath required. For personal study only.
📜 SIMILAR VOLUMES
This paper explores the possibility of using well-accepted concepts\*Mohr-Coulomb-like strength criterion, critical state, existence of a small strain elastic region, hyperbolic relationship for representing global plastic stress}strain behaviour, dependence of strength on state parameter and #ow ru
## Abstract This paper evaluates the performance of a generalized effective stress soil model for predicting the rate independent behaviour of freshly deposited sands, while a companion paper describes model capabilities for clays and silts. Most material parameters can be obtained from standard la
This paper presents a new generalized e!ective stress model, referred to as MIT-S1, which is capable of predicting the rate independent, e!ective stress}strain}strength behaviour of uncemented soils over a wide range of con"ning pressures and densities. Freshly deposited sand specimens compressed fr