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...

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Bibliographic Details
Main Authors: Yasir Al-Badran, Tom Schanz
Format: Article
Language:English
Published: Unviversity of Technology- Iraq 2013-11-01
Series:Engineering and Technology Journal
Subjects:
Online Access:https://etj.uotechnology.edu.iq/article_83848_1108060d5d45f77fc229bc3d75a5343a.pdf