SOIL STABILIZATION. EFFECT OF MOLDING CONDITIONS ON THE EFFECTIVE STRESS-STRENGTH BEHAVIOR OF A STABILIZED CLAYEY SILT
Phase rept. no. 8 on soil stabilization
MASSACHUSETTS INST OF TECH CAMBRIDGE SOIL MECHANICS DIV
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The influence of molding water content, as-molded dry density, and delay time prior to compaction after mixing in of the molding water on the effective stress-strength behavior of a clayey silt stabilized with hydrated lime and portland cement is presented in this report. This investigation used the results of high pressure consolidated-undrained triaxial compression tests with pore water pressure measurements.
- Soil Mechanics