Scaled memory model for undrained behavior of anisotropic clays

Research output: Contribution to journalArticle

6 Citations (Scopus)

Abstract

A constitutive model, based on the concept of scaled memory (SM), is presented to describe the undrained behavior of anisotropic clays subjected to generalized loadings. The SM capabilities that were previously established for one-dimensional cyclic responses are extended to six-dimensional monotonic loadings. SM is simpler than multiyield surface plasticity, and just as capable in modeling anisotropic behavior. The performance of the SM model is illustrated by simulating the stress-strain responses of K,-consolidated clays during combined triaxial-torsional tests.

Original languageEnglish (US)
Pages (from-to)755-765
Number of pages11
JournalJournal of Geotechnical Engineering
Volume121
Issue number11
DOIs
StatePublished - 1995
Externally publishedYes

Fingerprint

Clay
Data storage equipment
clay
triaxial test
Constitutive models
Plasticity
plasticity
modeling

ASJC Scopus subject areas

  • Geotechnical Engineering and Engineering Geology
  • Earth and Planetary Sciences(all)
  • Environmental Science(all)

Cite this

Scaled memory model for undrained behavior of anisotropic clays. / Bardet, Jean-Pierre.

In: Journal of Geotechnical Engineering, Vol. 121, No. 11, 1995, p. 755-765.

Research output: Contribution to journalArticle

@article{f86a66b757f04d0aaef0783721495ce7,
title = "Scaled memory model for undrained behavior of anisotropic clays",
abstract = "A constitutive model, based on the concept of scaled memory (SM), is presented to describe the undrained behavior of anisotropic clays subjected to generalized loadings. The SM capabilities that were previously established for one-dimensional cyclic responses are extended to six-dimensional monotonic loadings. SM is simpler than multiyield surface plasticity, and just as capable in modeling anisotropic behavior. The performance of the SM model is illustrated by simulating the stress-strain responses of K,-consolidated clays during combined triaxial-torsional tests.",
author = "Jean-Pierre Bardet",
year = "1995",
doi = "10.1061/(ASCE)0733-9410(1995)121:11(755)",
language = "English (US)",
volume = "121",
pages = "755--765",
journal = "Journal of Geotechnical and Geoenvironmental Engineering - ASCE",
issn = "1090-0241",
publisher = "American Society of Civil Engineers (ASCE)",
number = "11",

}

TY - JOUR

T1 - Scaled memory model for undrained behavior of anisotropic clays

AU - Bardet, Jean-Pierre

PY - 1995

Y1 - 1995

N2 - A constitutive model, based on the concept of scaled memory (SM), is presented to describe the undrained behavior of anisotropic clays subjected to generalized loadings. The SM capabilities that were previously established for one-dimensional cyclic responses are extended to six-dimensional monotonic loadings. SM is simpler than multiyield surface plasticity, and just as capable in modeling anisotropic behavior. The performance of the SM model is illustrated by simulating the stress-strain responses of K,-consolidated clays during combined triaxial-torsional tests.

AB - A constitutive model, based on the concept of scaled memory (SM), is presented to describe the undrained behavior of anisotropic clays subjected to generalized loadings. The SM capabilities that were previously established for one-dimensional cyclic responses are extended to six-dimensional monotonic loadings. SM is simpler than multiyield surface plasticity, and just as capable in modeling anisotropic behavior. The performance of the SM model is illustrated by simulating the stress-strain responses of K,-consolidated clays during combined triaxial-torsional tests.

UR - http://www.scopus.com/inward/record.url?scp=0029537389&partnerID=8YFLogxK

UR - http://www.scopus.com/inward/citedby.url?scp=0029537389&partnerID=8YFLogxK

U2 - 10.1061/(ASCE)0733-9410(1995)121:11(755)

DO - 10.1061/(ASCE)0733-9410(1995)121:11(755)

M3 - Article

AN - SCOPUS:0029537389

VL - 121

SP - 755

EP - 765

JO - Journal of Geotechnical and Geoenvironmental Engineering - ASCE

JF - Journal of Geotechnical and Geoenvironmental Engineering - ASCE

SN - 1090-0241

IS - 11

ER -