๐”– Bobbio Scriptorium
โœฆ   LIBER   โœฆ

A constitutive model for cyclic behaviour of interfaces with variable dilatancy

โœ Scribed by D. Aubry; A. Modaressi; H. Modaressi


Publisher
Elsevier Science
Year
1990
Tongue
English
Weight
365 KB
Volume
9
Category
Article
ISSN
0266-352X

No coin nor oath required. For personal study only.


๐Ÿ“œ SIMILAR VOLUMES


An elastoplastic constitutive model for
โœ Hiroyoshi Hirai ๐Ÿ“‚ Article ๐Ÿ“… 1987 ๐Ÿ› John Wiley and Sons ๐ŸŒ English โš– 742 KB

The constitutive model of sands is proposed to describe the characteristics of plastic behaviour for cyclic loadings. A non-associated flow rule is used and both yield function and plastic potential are generalized forms of the Modified Cam clay model. The hardening parameter is represented by the p

Evaluation of a constitutive model for c
โœ Juan M. Pestana; Andrew J. Whittle; Lynn A. Salvati ๐Ÿ“‚ Article ๐Ÿ“… 2002 ๐Ÿ› John Wiley and Sons ๐ŸŒ English โš– 877 KB

## 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