Effective Stresses of an Unsaturated Expansive Soil Determined from Volume Change and Shear Response
Author:
Affiliation:
1. Associate Professor, Dept. of Civil Engineering, Fasa Univ., Fasa, Iran.
2. Geotechnical Design Engineer and Ph.D. Fellow, Kiewit Engineering Group, Inc., Omaha, NE.
3. Professor, Dept. of Civil Engineering, Shiraz Univ., Shiraz, Iran.
Publisher
American Society of Civil Engineers
Link
http://ascelibrary.org/doi/pdf/10.1061/9780784484050.026
Reference29 articles.
1. Oedometric response of an artificially prepared sand-bentonite mixture improved by potassium silicate;Ajdari M.;Scientia Iranica,2015
2. Predicting effective stress parameter of unsaturated soils using neural networks
3. The role of suction and degree of saturation on the hydro-mechanical response of a dual porosity silt–bentonite mixture
4. Shear Strength Behavior and Soil Water Retention Curve of a Dual Porosity Silt-Bentonite Mixture;Ajdari M.;Scientia Iranica,2010
5. A Modified Osmotic Diaphragmatic Oedometer for Investigating the Hydro-Mechanical Response of Unsaturated Soils
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