Capillary-based effective stress formulation for predicting shear strength of unsaturated soils
Author:
Affiliation:
1. Department of Civil and Water Engineering, Faculty of Sciences and Engineering, Laval University, Adrien-Pouliot Pavilion, 1065, avenue de la Médecine, Quebec City, QC G1V 0A6, Canada.
Abstract
Publisher
Canadian Science Publishing
Subject
Civil and Structural Engineering,Geotechnical Engineering and Engineering Geology
Link
http://www.nrcresearchpress.com/doi/pdf/10.1139/cgj-2014-0300
Reference50 articles.
1. A constitutive model for partially saturated soils
2. Alonso, E.E., Ortega Iturralde, E.F., and Romero, E.E. 2007. Dilatancy of coarse granular aggregates.InExperimental unsaturated soil mechanics. Vol. 112.Edited byT. Schanz. Springer Berlin Heidelberg, pp. 119–135.
3. A microstructurally based effective stress for unsaturated soils
4. Compacted soil behaviour: initial state, structure and constitutive modelling
5. Bishop, A.W. 1961. The measurement of pore pressure in the triaxial test.InPore pressure and suction in soils. Butterworths, London, pp. 38–46.
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