Author(s)

Mahfouz O. A. Djima^1*, Geoffrey N. Mang’uriu², John N. Mwero³

¹Pan African University (PAU), Jomo Kenyatta University of Agriculture and Technology (JKUAT), Juja, Kenya.
²Department of Civil and Construction Engineering, Jomo Kenyatta University of Agriculture and Technology (JKUAT), Juja, Kenya.
³Department of Civil and Construction Engineering, University of Nairobi, Nairobi, Kenya.

This experimental research is focused on the effect of concrete made by incorporating lime treated Palm Kernel Shell (PKS) & Sugarcane Bagasse Ash (SCBA) as partial replacements of coarse aggregates and Ordinary Portland Cement (OPC) respectively. An experimental analysis for concrete grade 30 with a mix design ratio of 1:1.97:3.71 of cement:fine aggregates:coarse aggregates with a constant water to cement ratio of 0.5, was used. Physical tests such as workability on fresh concrete and water absorption on hardened concrete of each batch were carried out. Mechanical tests like compressive strength and split tensile strength were carried out on hardened concrete cubes (100 mm × 100 mm × 100 mm) and cylinders (100 mm × 200 mm) at 7 and 28 days. The experimental results obtained in this study indicate the possibility of using up 15% of lime treated PKS and 10% of SCBA for production of structural concrete.

Compressive Strength, Lime Treated Palm Kernel Shell, Split Tensile Strength, Workability, Sugarcane Bagasse Ash

Djima, M. , Mang’uriu, G. and Mwero, J. (2018) Experimental Investigation of Lime Treated Palm Kernel Shell and Sugarcane Bagasse Ash as Partial Replacement of Coarse Aggregate and Cement Respectively in Concrete. Open Journal of Civil Engineering, 8, 358-372. doi: 10.4236/ojce.2018.84027.