ENGINEERlNG BEHAVIOR OF CEMENT STABILIZED CLAY AT HIGH WATER CONTENT

 NORIHIKO MIURA ,  SUKSUN HORPIBULSUK and T. S . NAGARAJ

ABSTRACT: The in-situ deep mixing technique has been established as a means to effect columnar inclusions into soft ground to enhance the bearing capacity and reduce settlement. Since the inception of this method, developments in the plant and machinery, as well as associated field techniques, have surpassed the basic understanding of strength developments in high water-content clays admixed with cementing agents. In this paper an attempt is made to identify the critical factors governing the engineering behavior of cement-stabilized clay, which helps not only to control the input of cementing agent to attain strength development with curing time and clay water content, but also to understand the subsequent engineering behavior. It is revealed that the clay-water/cement ratio, wc/ c is the prime parameter for the above purposes .

 Key words: cementation bond, cement stabilized clay, clay-water/cement ratio, consolidation test, drained triaxial compression test , engineering behaviour , fabric , high water content clay , unconfined compression test (IGC: D10)