By Scientia Professor Nasser Khalili

Reports

Lu N; Khalili N; Nikooee E; Majid Hassanizadeh S, 2014, Principle of effective stress in variably saturated porous media, http://dx.doi.org/10.2136/vzj2014.04.0038

Hunter GJ; Fell R; Khalili N, 2001, The deformation behaviour of embankments on soft ground, School of Civil & Environmental Engineering, UNSW, Sydney Australia

Hunter GJ; Fell R; Khalili N, 2000, The Deformation Behaviour of Embankment on Soft Ground

Khalili N; Khabbaz MH, 1997, The concept of effective stress in unsaturated soils, School of Civil & Environmental Engineering, UNSW, The University of New South Wales, UNICIV Report R-360, Original

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