Abstract: Cyclic triaxial tests and cone penetration tests performed in large-scale triaxial samples are used to evaluate the effects of prior cyclic-strain history on the liquefaction and penetration resistances of a fine, uniformly ...

Abstract: The steady state line (SSL) of a soil is defined as the relationship between a soil's void ratio (or density) and its residual ``steady state'' or critical state strength. Recent testing of very low density sand samples ...