Abstract
The use of nanostructured kaolin as an additive in the stabilization of lateritic soils and its effect at different percentages on the natural soil were investigated. A UV–vis spectrophotometric characterization was conducted to determine the absorbance and average particle size of the nanostructured kaolin. The preliminary tests on the soil showed that it was a poorly graded (GP) soil on USCS. The soil sample was also observed to be silty clayey sand. The consistency limits result showed a liquid limit (LL) of 47% and plastic limit (PL) of 25.15%. The soil was observed to be highly plastic, of high swelling potential and medium expansion properties. Further, the effect of the addition of Nanostructured kaolin (NK) in the proportions of 3%, 6%, 9%, 12% and 15% by weight of the treated lateritic soil recorded the following results; the consistency limits results showed that the addition of variable proportions of nanostructured kaolin (NK) improved the plasticity index of the stabilized soil and gave 11.77%-a medium plastic material at 15% NK by weight addition compared to the preliminary result at 0% by weight additive which gave 21.85%-a highly plastic material. The strength properties test also showed significant improvements with the addition of NK; CBR test results recorded 23% at 15% by weight proportion of NK, which satisfies the material condition for use as a sub-base material and the UCS test results similarly improved consistently and recorded a maximum of 340.18 kN/m2 at 15% by weight proportion of NK addition, which satisfies “very stiff” material consistency for use as a sub-base material. With the foregoing, NK has shown to be a good admixture material for soil stabilization towards solving the myriad pavement and environmental failures and problems with our road pavements.
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More From: International Journal of Pavement Research and Technology
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