Fig. 1.
Schematic representation of the effect of a CSL e–p′ dependent on θ on the post-liquefaction strength (critical state) of loose contractive materials: (a) e–p′ plane and (b) normalised q–p′ plane
Schematic representation of the effect of a CSL e–p′ dependent on θ on the post-liquefaction strength (critical state) of loose contractive materials: (a) e–p′ plane and (b) normalised q–p′ plane