Monotonic and cyclic liquefaction of very loose sands with high silt content

The results from an experimental study on sands with high nonplastic silt c ontent are presented. Drained and undrained triaxial compression tests, und rained cyclic triaxial tests, and drained/undrained instability tests were performed on specimens of loose Nevada sand with 40% silt content. The beha vior was observed to be somewhat different from previously published tests with sands at lower silt content. The greater silt content appears to provi de a more volumetrically contractive response throughout the entire stress- strain curve. However, some aspects of the response were similar to sands w ith lower silt content. Monotonic undrained tests indicated "reverse" behav ior, i.e., static liquefaction occurred at low confining pressures and incr easing dilatant volume-change tendency was observed with increasing confini ng pressure. Analyzing the results using the concepts of steady state resul ted in a unique steady-state line only when undrained tests were sheared fr om the same isotropic compression line. When specimens of different initial densities were tested at the same initial confining pressures, the resulti ng steady-state points did not fall on the same steady-state line.