Evolution of pore characteristics in the 3D numerical direct shear test

Dong Hun Kang, Jinhyun Choo, Tae Sup Yun

Research output: Contribution to journalArticle

19 Citations (Scopus)

Abstract

The quantitative analysis of the pore characteristics of granular materials has been often challenging due to arbitrarily shaped geometry of pores despite its significant implications. In this study, we investigate the size distribution and orientation of pores in dilative and contractive assemblies in the direct shear test by performing 3D discrete element simulations in conjunction with image processing of pore geometry. We quantitatively define unit pores by the Delaunay Tessellation followed by pore mergence and fitting them with ellipsoids. It is observed that the evolution of pore size distribution depends on the dilatancy of assemblies. Results also show that the direction of principal stresses governs the orientations of pores during shearing, with respect to the size of pores. This study highlights that the dominant factors of the pore characteristics upon shearing are stress anisotropy and particle mobilization to make the internal structure stable.

Original languageEnglish
Pages (from-to)53-61
Number of pages9
JournalComputers and Geotechnics
Volume49
DOIs
Publication statusPublished - 2013 Apr 1

Fingerprint

shear test
Shearing
geometry
Geometry
dilatancy
Granular materials
image processing
quantitative analysis
Pore size
mobilization
Image processing
Anisotropy
anisotropy
Chemical analysis
simulation
material
particle

All Science Journal Classification (ASJC) codes

  • Geotechnical Engineering and Engineering Geology
  • Computer Science Applications

Cite this

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Evolution of pore characteristics in the 3D numerical direct shear test. / Kang, Dong Hun; Choo, Jinhyun; Yun, Tae Sup.

In: Computers and Geotechnics, Vol. 49, 01.04.2013, p. 53-61.

Research output: Contribution to journalArticle

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