A closed-form equation for effective stress in unsaturated soil
Author:
Affiliation:
1. Division of Engineering; Colorado School of Mines; Golden Colorado USA
2. U.S. Geological Survey; Denver Colorado USA
3. Departments of Chemical Engineering and Chemistry; Colorado School of Mines; Golden Colorado USA
Publisher
American Geophysical Union (AGU)
Subject
Water Science and Technology
Link
http://onlinelibrary.wiley.com/wol1/doi/10.1029/2009WR008646/fullpdf
Reference37 articles.
1. A constitutive model for partially saturated soils;Alonso;Geotechnique,1990
2. The use of pore water coefficients in practice;Bishop;Geotechnique,1954
3. The principle of effective stress;Bishop;Teknisk Ukeblad,1959
4. Effective stress evaluation for unsaturated soils;Blight;J. Soil Mech. Found. Div. Am. Soc. Civ. Eng.,1967
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