๐”– Bobbio Scriptorium
โœฆ   LIBER   โœฆ

A hypoplastic model for clay and sand

โœ Scribed by T. Weifner; D. Kolymbas

Book ID
107372987
Publisher
Springer-Verlag
Year
2007
Tongue
English
Weight
985 KB
Volume
2
Category
Article
ISSN
1861-1125

No coin nor oath required. For personal study only.

๐Ÿ“œ SIMILAR VOLUMES

CASM: a unified state parameter model fo
CASM: a unified state parameter model for clay and sand
โœ Yu, H. S. ๐Ÿ“‚ Article ๐Ÿ“… 1998 ๐Ÿ› John Wiley and Sons ๐ŸŒ English โš– 306 KB ๐Ÿ‘ 2 views

The purpose of this paper is to present a simple, unified critical state constitutive model for both clay and sand. The model, called CASM (Clay And Sand Model), is formulated in terms of the state parameter that is defined as the vertical distance between current state (v, p) and the critical state

Evaluation of a constitutive model for c
Evaluation of a constitutive model for clays and sands: Part I โ€“ sand behaviour
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

Formulation of a unified constitutive mo
Formulation of a unified constitutive model for clays and sands
โœ Pestana, Juan M.; Whittle, Andrew J. ๐Ÿ“‚ Article ๐Ÿ“… 1999 ๐Ÿ› John Wiley and Sons ๐ŸŒ English โš– 319 KB ๐Ÿ‘ 2 views

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