A fully coupled flow deformation model for cyclic analysis of unsaturated soils including hydraulic and mechanical hystereses
By Nasser Khalili, M. A. Habte, S. Zargarbashi. 2008
315 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Management, Monitoring, Policy and Law
View Paper: https://www.semanticscholar.org/paper/4cddc7d6b336505e4a021f71a364e32336d0b808
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In Civil and Structural Engineering
In Management, Monitoring, Policy and Law
Citations in the corpus
- A meshfree method for fully coupled analysis of flow and deformation in unsaturated porous media (2013, methodology): “The compressibility of air is defined as ca = 1/(Patm +Pa) where Patm is the atmospheric pressure [28].”
- Is Matric Suction a Stress Variable (2008, methodology): “…is a pore scale pressure and should be multiplied by a parameter representing physical characteristics of the soil, soil sample preparation method, and stress state Ajdari et al. 2008; Khalili et al. 2008 to be upscaled to the macro scale, and therefore, capable of coupling with the net stress.”
- Predicting the dependency of a degree of saturation on void ratio and suction using effective stress principle for unsaturated soils (2010, background): “Many different mathematical relationships for the WRC with variable complexity are available throughout the literature [3, 14, 18, 34].”