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Evaluation of Collapse Potential Investigated from Different Collapsible Soils

  • Qasim A. J. Al-Obaidi
  • Saad Farhan Ibrahim
  • Tom Schanz
Part of the Springer Series in Geomechanics and Geoengineering book series (SSGG)

Abstract

Collapsible soils are considered as one of the problematic soils, and widely distributed in North America, Europe, Russia and Asia. They show low dry density and moisture content in all testing schedule due to presence of cementation bonds or loess structure especially at unsaturated state in arid or semi-arid regions. Moreover large deformation, rapid settlement and high decrease in void ratio of a meta-stable soil structure occurred during wetting and loading. Two types of unsaturated collapsible soils are used in this study from different area in the world. Collapse potential(Ic) and collapse index (Ie) magnitude are determined according ASTM (D5333-03) by using the conventional Oedometer device in a constant temperature and humidity environmental at different stress level. It was noted that the value of collapse potential (Ic) affected by the rate of secondary consolidation (Creep) and time of wetting. It shows high values when flooding the specimens by water during primary consolidation. It is concluded that there is an increases in collapsibility due to removal of bonding between cementing particles upon wetting due to stress release and leaching of soil during water infiltration leading to softening due to rearrangement of soil particles.

Keywords

Void Ratio Vertical Stress Loess Soil Collapse Potential Gypsum Content 
These keywords were added by machine and not by the authors. This process is experimental and the keywords may be updated as the learning algorithm improves.

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Copyright information

© Springer-Verlag Berlin Heidelberg 2013

Authors and Affiliations

  • Qasim A. J. Al-Obaidi
    • 1
  • Saad Farhan Ibrahim
    • 2
  • Tom Schanz
    • 1
  1. 1.Soil and Rock Mechanics Department, Civil and Environmental Engineering FacultyRuhr University BochumBochumGermany
  2. 2.Civil, Environmental and Geodetic Engineering DepartmentOhio State UniversityColumbusUSA

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