Capillary-based effective stress formulation for predicting shear strength of unsaturated soils

Uniqueness of the Suction Stress Characteristic Curve under Different Confining Stress Conditions

(2014) Seboong Oh et al.   VADOSE ZONE JOURNAL

Double structure hydromechanical coupling formalism and a model for unsaturated expansive clays

(2013) David Mašín   ENGINEERING GEOLOGY

Compacted soil behaviour: initial state, structure and constitutive modelling

(2012) E.E. ALONSO et al.   GEOTECHNIQUE

Evaporation-induced cavitation in nanofluidic channels

(2012) C. Duan et al.   PROCEEDINGS OF THE NATIONAL ACADEMY OF SCIENCES OF THE UNITED STATES OF AMERICA

Consistent parameter constraints for soil hydraulic functions

(2011) Andre Peters et al.   ADVANCES IN WATER RESOURCES

Relationship between the Soil-Water Characteristic Curve and the Suction Stress Characteristic Curve: Experimental Evidence from Residual Soils

(2011) Seboong Oh et al.   JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING

Application of suction stress for estimating unsaturated shear strength of soils using direct shear testing under low confining pressure

(2010) Byeong-Su Kim et al.   CANADIAN GEOTECHNICAL JOURNAL

A microstructurally based effective stress for unsaturated soils

(2010) E.E. ALONSO et al.   GEOTECHNIQUE

A new capillary and thin film flow model for predicting the hydraulic conductivity of unsaturated porous media

(2010) Marc Lebeau et al.   WATER RESOURCES RESEARCH

A closed-form equation for effective stress in unsaturated soil

(2010) Ning Lu et al.   WATER RESOURCES RESEARCH

Predicting the dependency of a degree of saturation on void ratio and suction using effective stress principle for unsaturated soils

(2009) David Mašín   INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS

Simple Phenomenological Model for Phase Transitions in Confined Geometry. 2. Capillary Condensation/Evaporation in Cylindrical Mesopores

(2009) Roland J.-M. Pellenq et al.   LANGMUIR