Hydromechanical Hysteresis Effect-Induced Bearing Capacity Variations for Unsaturated Sand
Author:
Affiliation:
1. Dept. of Geotechnical Engineering, Faculty of Engineering, Koya Univ., Koya KOY45, Kurdistan Region-F.R. Iraq. ORCID: .
Publisher
American Society of Civil Engineers (ASCE)
Subject
Soil Science
Link
https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-8255
Reference48 articles.
1. A constitutive model for partially saturated soils;Alonso E. E.;Géotechnique,1990
2. A microstructurally based effective stress for unsaturated soils;Alonso E. E.;Géotechnique,2010
3. ASTM. 2008. Standard test methods for determination of the soil water characteristic curve for desorption using a hanging column, pressure extractor, chilled mirror hygrometer, and/or centrifuge. ASTM-D6836. West Conshohocken, PA: ASTM.
4. Balzano, B., A. Amabile, G. Urciuoli, and A. Tarantino. 2012. “Effect of partial saturation on the stability of shallow foundations above the water table.” In Unsaturated soils: Research and applications, edited by C. Mancuso, C. Jommi, and F. D’Onza, 247–253. Berlin: Springer.
5. The principle of effective stress;Bishop A. W.;Teknisk Ukeblad,1959
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