Effective Stress in Unsaturated Silt at Low Degrees of Saturation
Author:
Affiliation:
1. Dep. of Civil, Environmental, and Architectural Engineering; University of Colorado Boulder; UCB 428 Boulder CO 80309
Publisher
Wiley
Subject
Soil Science
Link
http://onlinelibrary.wiley.com/wol1/doi/10.2136/vzj2013.06.0109/fullpdf
Reference43 articles.
1. Shear strength behavior and soil water retention curve of a dual porosity silt-bentonite mixture;Ajdari;Sci. Iran., Trans. A,2010
2. The principle of effective stress;Bishop;Tek. Ukebl. Samarbeide Tek.,1959
3. Some aspects of effective stress in saturated and partly saturated soils;Bishop;Geotechnique,1963
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