Non-associated plasticity for soils

Aylin Ahadi, Steen Krenk

Research output: Chapter in Book/Report/Conference proceedingPaper in conference proceedingpeer-review

Abstract

A brief overview is given of a non-associated plasticity theory
developed for soils based on the concept of a characteristic stress
state of vanishing incremental dilation, and a calibration
procedure using only test data from a standard triaxial test. The
capability of the model is illustrated by calibration examples and
predictions made for standard triaxial tests at different confining
stress levels and constant volume tests on sand. The model is found
to predict stress-strain behaviour and development of volumetric
strain well.
Original languageEnglish
Title of host publicationTrita-BKN. Bulletin
EditorsAnders Errksson, Costin Pacoste
PublisherRoyal Institute of Technology, Stockholm
Pages19-22
Number of pages4
Publication statusPublished - 1998
Event11 th Nordic Seminar in Computational Mechanics -
Duration: 0001 Jan 2 → …

Publication series

Name
ISSN (Print)1103-4270

Conference

Conference11 th Nordic Seminar in Computational Mechanics
Period0001/01/02 → …

Subject classification (UKÄ)

  • Applied Mechanics

Free keywords

  • soils
  • non-associated plasticity
  • material modelling

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