1. A constitutive model for partially saturated soils;Alonso;Geotechnique,1990
2. Double structure model for the prediction of long-term movements in expansive materials;Alonso,1991
3. Volume change characteristics of expansive soils determined by controlled suction test;Chu,1973
4. Stress-strain behaviour of partially saturated soils;Josa,1987
5. The swelling of clay. II. Montmorillonites;Low;Soil Sci. Soc. Am. J.,1980