Fig. 1.
Schematic representation of monotonic undrained loading of loose contractive materials: (a) q–p′ space; (b) stress–strain; (c) e–p′ space; and (d) instability stress ratio against state parameter
Schematic representation of monotonic undrained loading of loose contractive materials: (a) q–p′ space; (b) stress–strain; (c) e–p′ space; and (d) instability stress ratio against state parameter
