MECHANICAL PROPERTIES OF STABILIZED KAOLIN CLAY BY CEMENT TYPE SOLIDIFIER

Abstract

In order to investigate the mechanical properties of stabilized Kaolin clay by cement type solidifier, consolidation tests, unconfined compression tests and triaxial compression tests were tarried out under various conditions. Various factors that influence the stabilized Kaolin clay and fundamental mechanical properties are obtained.
It is clear that the behavior of stabilized clay is similar to those of overconsolidated clays due to unloading, and quasioverconsolidated clay from consolidating for a long period.