Fig. 15.
Results of drained triaxial tests under pulse load for coral sand with = 350 kPa and = 0·94: (a) loading rate; (b) deviatoric stress plotted against axial strain; (c) volumetric strain plotted against axial strain
Results of drained triaxial tests under pulse load for coral sand with = 350 kPa and = 0·94: (a) loading rate; (b) deviatoric stress plotted against axial strain; (c) volumetric strain plotted against axial strain
