CUED Publications database

Modelling the shear strength and dilatancy of dry sand in triaxial compression tests

Fern, J and Soga, K and Sakanoue, T (2015) Modelling the shear strength and dilatancy of dry sand in triaxial compression tests. In: UNSPECIFIED pp. 673-678..

Full text not available from this repository.

Abstract

It is well known that density, pressure and soil fabric influence the mechanical behaviour of silica sand. This paper shows how they may be included in a simple constitutive model in which a single set of parameters is sufficient to cover a wide range of initial states. The analysis highlights the different contributions to the mechanical response as well as the calibration procedure. © 2015 Taylor & Francis Group.

Item Type: Conference or Workshop Item (UNSPECIFIED)
Subjects: UNSPECIFIED
Divisions: Div D > Geotechnical and Environmental
Depositing User: Cron Job
Date Deposited: 17 Jul 2017 19:05
Last Modified: 01 Aug 2017 03:02
DOI: