MECHANICAL PROPERTIES OF COCONUT FIBER REINFORCED LIGHT WEIGHT CONCRETE WITH COCONUT SHELL AGGREGATE
| Author(s) | : | Engr. Muhammad Kashif, Fawad Ahmad, Masaud Ahmad Khan |
| Institution | : | Student, Dept. of Civil Engineering, CECOS University of IT and Emerging Sciences, Peshawar, Khyber Pakhtunkhwa, Pakistan |
| Published In | : | Vol. 5, Issue 8 — August 2018 |
| Page No. | : | 161-167 |
| Domain | : | Engineering |
| Type | : | Research Paper |
| ISSN (Online) | : | 2348-4470 |
| ISSN (Print) | : | 2348-6406 |
The use of concrete is increasing day by day due to which the sources of the aggregates are reducing.Coconut shell and coconut fibers are the natural materials which is abundantly available in tropical regions. Wastesgenerated by industrial and agricultural processes have created disposal and management problems which pose seriouschallenges to efforts towards environmental conservation. A considerable amount of coconut shells and fibers remain inthe environment as waste, so utilization of these materials for construction will be an important step to improvesustainability and eco-friendly construction. In addition to that it will help to produce light weight and economicallyprofitable materials in construction field. In this research the entire program is carried out to find mechanical propertiesi.e compressive, split tensile, flexure, and pull out strength of concrete samples having partial replacement of coarseaggregate by coconut shell with partial addition of coconut fiber. Concrete mix ratio was 1:2:4 with water cement ratio0.55. Concrete cylindrical and beam samples having partial replacement of coarse aggregate by 10% of coconut shelland addition of 1%, 2%, and 3% of coconut fiber by weight of cement were casted and then cured for 28 days. Aftercompletion of 28 days of curing period the concrete specimens were tested and then compared to control concretespecimens. Results concluded that incorporation of coconut shell as a partial replacement of coarse aggregate improvesworkability of concrete while coconut fibers reduce the workability. It is also concluded that on 10% replacement ofcoarse aggregate by coconut shell gives approximately same compressive and pull out strength as for control concrete.While Split tensile and flexure strength increase with 10% replacement of coarse aggregate by coconut shell andaddition of 2% coconut fiber. Hence it is recommended that coconut shell is replaceable up to 10% in concrete mix alsococonut fiber can be added up to 2% in concrete with 10% coconut shell for improvement of split tensile and flexurestrength.
Engr. Muhammad Kashif, Fawad Ahmad, Masaud Ahmad Khan, “MECHANICAL PROPERTIES OF COCONUT FIBER REINFORCED LIGHT WEIGHT CONCRETE WITH COCONUT SHELL AGGREGATE”, International Journal of Advance Engineering and Research Development (IJAERD), Vol. 5, Issue 8, pp. 161-167, August 2018.








