A microstructural approach for modeling the mechanical behavior of structured clays

Zhen Yu Yin, Ching S. Chang, Pierre Yves Hicher

Research output: Chapter in book / Conference proceedingConference article published in proceeding or bookAcademic researchpeer-review

2 Citations (Scopus)

Abstract

This paper presents a stress-strain model for the behavior of structured clays using a microstructural approach. Clay material is considered as a collection of clusters, which interact with each other mainly through mechanical forces. The bonds of structured clays are considered as the bonded forces between clusters in contact. The bonds can also be reduced due to a damage mechanism at a cluster contact during loading. The elasto-plastic stress-strain relationship for structured clays is derived by using the granular mechanics approach which takes into account the behavior at grain level. The model is used to simulate one-dimensional test and undrained triaxial tests. Typical trend of the behavior of structured clay is captured by the proposed model.

Original languageEnglish
Title of host publicationSoil Behavior and Geo-Micromechanics - Proceedings of the 2010 GeoShanghai International Conference
Pages172-177
Number of pages6
Edition200 GSP
DOIs
Publication statusPublished - 6 Sep 2010
Externally publishedYes
Event2010 GeoShanghai International Conference - Soil Behavior and Geo-Micromechanics - Shanghai, China
Duration: 3 Jun 20105 Jun 2010

Publication series

NameGeotechnical Special Publication
Number200 GSP
ISSN (Print)0895-0563

Conference

Conference2010 GeoShanghai International Conference - Soil Behavior and Geo-Micromechanics
Country/TerritoryChina
CityShanghai
Period3/06/105/06/10

Keywords

  • Clays
  • Mechanical properties
  • Microstructures
  • Stress strain relations

ASJC Scopus subject areas

  • Civil and Structural Engineering
  • Architecture
  • Building and Construction
  • Geotechnical Engineering and Engineering Geology

Cite this