MODEL APPROACH TO OPTIMISE CEMENT, CLAY AND COCONUT COIR IN STABILISED COIR BLOCKSJournal: International Journal of Advanced Research in Engineering and Technology (IJARET) (Vol.11, No. 12)
Publication Date: 2020-12-31
Authors : Latha M S;
Page : 2100-2105
Keywords : Mathematical approach; Coconut coir; Soil; Cement;
The paper is entitled to work on the mathematical model approach towards the optimisation of clay, cement and coconut coir percentage in stabilised soil compacts. A linear equation y = 1.4298x - 0.0214 is proposed for cement and clay percentage. Residual clay and calcium hydroxide liberation during primary hydration is estimated. Further 8% of coconut coir is modeled as optimum from mathematical approach and result in maximum dry compressive strength of 0.44 MPa experimentally.
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