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Effective stress and pore pressure
1995Total stress is the stress acting on a plane, assuming the soil to be a solid material. For the small soil element shown in Figure 4.1, at a depth z below ground level, the vertical total stress, σv, would be the stress acting on the horizontal surface of the element.
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Effective Stress in Unsaturated Soils: Review with New Evidence
International Journal of Geomechanics, 2004Nasser Khalili, G E Blight
exaly
Effective stress concept in unsaturated soils: Clarification and validation of a unified framework
International Journal for Numerical and Analytical Methods in Geomechanics, 2008Mathieu Nuth, Lyesse Laloui
exaly