Effect of Bagasse Ash on Some Engineering Properties of Lateritic Soil
Journal: Jordan Journal of Civil Engineering (JJCE) (Vol.9, No. 4)Publication Date: 2015-10-01
Authors : Salahudeen; A.B.; Ochepo; J.;
Page : 468-476
Keywords : Bagasse ash; Lateritic soil; Maximum dry density; California bearing ratio (CBR).;
Abstract
This study was carried out to evaluate the effect of bagasse ash (BA) on the California bearing ratio of lateritic soil. Laboratory tests were performed on natural and bagasse ash treated soil samples in accordance with BS 1377 (1990) and BS 1924 (1990), respectively. Treated specimens were prepared by mixing the soil with bagasse ash in steps of 0, 2, 4, 6 and 8 % by weight of dry soil. The preliminary investigation carried out on the natural lateritic soil shows that it falls under silt-clay material of Group A-6 using AASHTO classification and inorganic clay material CL according to Unified Soil Classification System (USCS). The specific gravity of the soil samples decreased from 2.61 for the natural soil to 2.48 at 8% bagasse ash content. The liquid and plastic limits increased from 36.32 and 21.30%, respectively, to 38.00 and 21.54% both at 2% bagasse ash content. The maximum dry density (MDD) of the soil increased from 1.48 Mg/m3 for the natural soil to a peak value of 1.49 Mg/m3 at 8% bagasse ash content. The Optimum Moisture Content (OMC) increased from 18.5% for the natural soil to 19.0% at 2 and 4% bagasse ash content and then decreased. The unsoaked California bearing ratio values from 4% BA content and above met the minimum CBR value of 30% specified by (BS 1990) for materials suitable for use as base course material when determined at MDD and OMC. However, the highest CBR value of 62% recorded at 8% BA content failed to meet the 80% CBR value recommended by the Nigerian general specification (1997) for cement stabilization. Bagasse ash improved the CBR value of lateritic soil when compacted at optimum moisture content and maximum dry density.
Other Latest Articles
- Runoff Estimation and Identification of Water Harvesting Structures for Groundwater Recharge Using Geo - Spatial Techniques
- A Study on Correlation between Safety Factor of Pile - Slope Systems and Seismically Induced Displacements of Pile Groups
- Cancer Stem- Like Cells in Melanoma Progression, Resistance and Recurrence: Significance for Melanoma Treatment
- Effect of Bone Marrow-derived Mesenchymal Stem Cells and Umbilical Cord Blood-CD34+ cells on Experimental Rat liver Fibrosis
- Effect of Snake Venom Disintegrin like domain on the Homing of Mesenchymal Stem Cells
Last modified: 2015-10-16 01:21:52