Mathematical model for isotropic compression behaviour of cemented soil cured under stress
Yielding–compressibility–strength relationship for an artificially cemented soil cured under stress
Isotropic yielding in an artificially cemented soil cured under stress
Influence of curing under stress on the triaxial response of cemented soils
Géotechnique
Geomechanics and Geoengineering
N. C. Consoli
P. D. M. Prietto
D. Foppa
M. R. Coop
M. Fahey
J. Graham