Effect of initial water content on strength and swelling characteristics of clayey expansive soils


Abstract in English

Clayey expansive soils are fine grained soil with a low strength. Its swelling potential and shear strength are significantly affected by the water content. This research aims to study the effect of the initial water content on both shear strength and the required displacement to reach the maximum strength.

References used

Charles Lucian Sweden 2006-Geotechnical Aspect of Building On Expensive Soils in Kibaha ,Tanzania: Preliminary Study
Dolinar,B.& Trauner,L.(2003): Undrained Shear Strength in Dependance on the Quantity of Free Water and Firmly Adsorbed Water in Fully Saturated Clays
Feda , J.:Vliv vlhkosti jilu na jeho pevnosti ve smyyku . Inz stavby , roc, 1958 , c. 8

Download