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Observation of Microstructural Changes and Strain Localization of Unsaturated Sands Using Microfocus X-ray CT

  • Y. HigoEmail author
  • F. Oka
  • S. Kimoto
  • T. Sanagawa
  • Y. Matsuhima
Conference paper
Part of the Springer Series in Geomechanics and Geoengineering book series (SSGG, volume 11)

Abstract

It is known that unsaturated soil exhibits more brittle failure due to the collapse of the water meniscus, caused by shearing or the infiltration of water, than saturated soil. The aim of this paper is to observe the strain localization behavior and the microstructural changes in partially saturated soil during the deformation process using microfocus X-ray CT. The strain localization of fully saturated, partially saturated, and air-dried sand specimens during triaxial compression tests is observed and discussed. In addition, the microstructures in the shear bands of partially saturated specimen are discussed.

Keywords

Unsaturated sand Strain localization Microstructural change μX-ray CT 

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Copyright information

© Springer Science+Business Media B.V. 2011

Authors and Affiliations

  • Y. Higo
    • 1
    Email author
  • F. Oka
    • 1
  • S. Kimoto
    • 1
  • T. Sanagawa
    • 2
  • Y. Matsuhima
    • 1
  1. 1.Department of Civil and Earth Resources EngineeringKyoto UniversityKyotoJapan
  2. 2.Foundation and Geotechnical Engineering Structures Technology DivisionRailway Technical Research InstituteTokyoJapan

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