Effect of Suction on Volumetric Yielding Behavior under Different Initial Conditions for Fine-Grained Soils
The unsaturated soils are difficult to consider within the framework of classical (saturated) soil mechanics. In general, the unsaturated soil is stiffer than the saturated one (hardening), so the location and slope of normal consolidated line (NCL) or the volumetric yielding behavior of unsaturated...
Main Authors: | Yasir Al-Badran, Tom Schanz |
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Format: | Article |
Language: | English |
Published: |
Unviversity of Technology- Iraq
2013-11-01
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Series: | Engineering and Technology Journal |
Subjects: | |
Online Access: | https://etj.uotechnology.edu.iq/article_83848_1108060d5d45f77fc229bc3d75a5343a.pdf |
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