Steady state permeability profiles surrounding penetrating piles in crushable granular media

Chunshun Zhang, Giang D. Nguyen, Itai Einav

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1 Citation (Scopus)

Abstract

This paper presents the application of a continuum model based on breakage mechanics in studying pile penetration into crushable granular media. Our model is able to track the evolution of the grain size distribution due to grain crushing near and surrounding the pile. The numerical study is based on an Eulerian Finite Element model, describing idealized steady ground conditions at relatively deep depths during the penetration. The effects of grain crushing on the permeability reduction in the vicinity of the pile are then quantified. In doing that, the paper highlights the advantages of using a micromechanics-based constitutive model that captures grain crushing phenomena for geotechnical applications.

Original languageEnglish
Title of host publicationGeomechanics and Geotechnics
Subtitle of host publicationFrom Micro to Macro - Proceedings of the International Symposium on Geomechanics and Geotechnics: From Micro to Macro, IS-Shanghai 2010
PublisherCRC Press
Pages789-795
Number of pages7
Volume2
ISBN (Print)9780415612982
DOIs
Publication statusPublished - 2011
Externally publishedYes
EventInternational Symposium On Geomechanics And Geotechnics 2010: From Micro to Macro - Shanghai, China
Duration: 10 Oct 201012 Oct 2010

Conference

ConferenceInternational Symposium On Geomechanics And Geotechnics 2010
Abbreviated title IS-Shanghai 2010
CountryChina
CityShanghai
Period10/10/1012/10/10

Keywords

  • Breakage mechanics
  • Grain crushing
  • Granular materials
  • Permeability
  • Pile penetration

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