SOIL STABILIZATION BY MEANS OF DISCARDED MATERIALS
Abstract
Clay soil is considered to be problematic soil as it show major volume changes due to change in its moisture content. This volume change cause wide spread damages to building and roads necessitating stabilization of such soil prior to the construction. The present paper investigates the effectiveness of different stabilizing agent viz.Textile waste and fly ash with soil for improving its engineering properties. Soil samples were collected from district Erode, in state of Tamil Nadu, in order to look in to the relative effectiveness, and arrive at appropriate proportion of stabilizing. Combination of Textile waste powder and Fly ash are used to stabilize the soil. Quantity of stabilizing agent varied from 5%,10%,15%,20% & 25% of the soil weight and the performance is evaluated by observing variation in various engineering properties.
Author
R.Suganya
N.P.Prakash
E.Nandha Prabhu
V.Shankar
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