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Anisotropic sand model and fabric evolution until the critical state

  • A. G. Papadimitriou
  • , Y. F. Dafalias
  • , X. S. Li

Research output: Chapter in Book/Conference Proceeding/ReportConference Paper published in a bookpeer-review

Abstract

This paper presents a simple anisotropic sand model within a recently proposed anisotropic critical state theory (ACST). The model adopts the SANISAND constitutive model platform and uses a fundamental ingredient of ACST, namely the fabric anisotropy variable A that equals the first joint invariant of properly defined and evolving deviatoric fabric and loading direction tensors. The A evolves towards its critical state value that constitutes a concurrent additional requirement to that of critical stress-ratio and void-ratio, for attaining critical state. The A is used for the definition of evolving dilatancy state lines that delineate contractive and dilative states in the void ratio - mean effective stress space, the plastic modulus and the evolution equation of the fabric tensor. Since the development is within ACST, the thermodynamically consistent uniqueness of the critical state line is guaranteed. The model is shown to be capable of simulating the anisotropic behavior of sands, based on comparisons to Toyoura sand experiments.

Original languageEnglish
Title of host publicationNumerical Methods in Geotechnical Engineering - Proceedings of the 8th European Conference on Numerical Methods in Geotechnical Engineering, NUMGE 2014
PublisherTaylor and Francis - Balkema
Pages85-89
Number of pages5
ISBN (Print)9781138026872
Publication statusPublished - 2014
Event8th European Conference on Numerical Methods in Geotechnical Engineering, NUMGE 2014 - Delft, Netherlands
Duration: 18 Jun 201420 Jun 2014

Publication series

NameNumerical Methods in Geotechnical Engineering - Proceedings of the 8th European Conference on Numerical Methods in Geotechnical Engineering, NUMGE 2014
Volume1

Conference

Conference8th European Conference on Numerical Methods in Geotechnical Engineering, NUMGE 2014
Country/TerritoryNetherlands
CityDelft
Period18/06/1420/06/14

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