Strength and Drainage Properties of a Rocky Residual Soil. Study No. 75-1.

摘要

The quantity of granular material in a Clarksville residual clay was varied to determine the effect on strength parameters as determined by triaxial test procedures. Consolidation and permeability characteristics were also studied. Some general conclusions are drawn on the relationship of granular content to permeability and pore pressure development in embankment construction.