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Rehabilitation of Medium Expansive Soil Using Cement Treatment

Journal: Jordan Journal of Civil Engineering (JJCE) (Vol.5, No. 3)

Publication Date:

Authors : ; ;

Page : 343-356

Keywords : Expansive soils; Cement; Swell potential; Hyperbolic model;

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Abstract

Problematic soils such as swelling/shrinking soil are widespread in the Middle East and worldwide. This type of soil, upon wetting and drying, causes severe damage to structures built on such soil. Rehabilitation of swelling/shrinkage using cement treatment was studied in this work. Medium expansive soil (12 < PI < 24) was selected for the present investigation. Soil specimens were mixed with various percentages of cement contents (1%, 2%, 3% and 4%) and molded to a range of prescribed pre-wetting dry densities and moisture contents. It was found that 2% cement content cured for 28 days was sufficient to reduce the free swell percentage for medium expansive soil from as high as 7.4% to merely 0.4%. The potential swell pressure, however, was reduced from a damagingly high value (333 kPa) for the untreated soil to a tolerable value (20 kPa) for the same enhancement conditions. Swell potential versus time relationship for the natural and stabilized soil could be very accurately represented by a rectangular hyperbolic function.

Last modified: 2014-10-11 00:57:03