Prediction of stress-strain behaviour of undisturbed ”masado”
Technology reports of the Yamaguchi University Volume 4 Issue 2
Page 161-170
published_at 1988-12
Title
Prediction of stress-strain behaviour of undisturbed ”masado”
Source Identifiers
In order to evaluate the stress-strain behaviours of undisturbed ”Masado” which is one of unusual soils in Japan because of its collapsibility, the mechanical properties are investigated on the basis of the triaxial test results and the isotropic elastoplastic constitutive model for ”Masado” is presented. The proposed model contains eight parameters which are easily determined from a few conventional triaxial tests. It is proved that the proposed model can reasonably evaluate the depedency of the stress-dilatancy and strength properties of undisturbed ”Masado” on the confining pressure and the degrees of weathering.
Languages
eng
Resource Type
departmental bulletin paper
Publishers
山口大学工学部
Date Issued
1988-12
File Version
Version of Record
Access Rights
open access
Relations
[ISSN]0386-3433
[NCID]AA0086073X
Schools
工学部