.... However, s_u(cone) is mobilized in about 2 s, whereas in typical consolidated undrained triaxial compression tests, s_u(TC) is mobilized about 6000 s. Assuming equal degrees of soil disturbance in the in situ cone penetration test and (σ′_vo...

...J. A. Sladen Considerable attention has been given to the inference of sand density from indirect tests, particularly the cone penetration test (CPT). Data from tests performed in large-scale chambers have demonstrated that for a given sand there is an approximately unique relationship between CPT...