EFFECTS OF PALM KERNEL SHELL ASH ON LIME-STABILIZED LATERITIC SOIL

Nnochiri, E. S. and Ogundipe, O. M. and Oluwatuyi, Opeyemi E. (2017) EFFECTS OF PALM KERNEL SHELL ASH ON LIME-STABILIZED LATERITIC SOIL. Slovak Journal of Civil Engineering, 25 (3). pp. 1-7.

Text [Slovak Journal of Civil Engineering] Effects of Palm Kernel Shell Ash on Lime-Stabilized Lateritic Soil.pdf - Published Version Download (1MB)

Abstract

The research investigated the effects of palm kernel shell ash (PKSA) on lime-stabilized lateritic soil. Preliminary tests were performed on three soil samples, i.e., L1, L2 and L3 for identification; the results showed that L1 was A-7-6, L2 was A-7-6, and L3 was A-7-6. The optimum amount of lime for each of the soil samples was achieved. The optimum amount for L1 was 10%, for L2, 8% and for L3, 10%; at these values they recorded the lowest plasticity indexes. The further addition of PKSA was performed by varying the amount of PKSA and lime added to each of the soil samples. The addition of 4% PKSA+ 6% lime, the addition of 4% PKSA + 4% lime, and the addition of 4% PKSA + 6% lime increased the California Bearing Ratio (CBR) to the highest values for L1, L2 and L3 from 8.20%. It was concluded that PKSA can be a suitable complement for lime stabilization in lateritic soil.

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