• The Effect Of Water/cement Ratio On Compressive Strength Of Palm Kernel Shell Concrete At 1:2:4 Nominal Mix

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    • The palm tree is found or grown in tropical climate of the world in countries like Malaysia, Indonesia and Nigerian. The palm kernel is found on the palm tree, a tree which is economically valuable, tree grown in the rain forest region close to the coastal area and adjacent to some inland water waste (Ondo State, Imo State Enugu State etc.).palm kernel shells are processed and gotten from palm fruit being processed in large quantities by oil mills for example in Nigeria, Malaysia, it was discovered that over 1.5 million and 4 million tons of palm kernel shell solid waste are produced annually, only a fraction which is used as a domestic fuels. (Peter Ndoke; 2006 ).
      Palm kernel shell is light and ideal for substitution as aggregate in the production of light weight concrete. Olutoge (1995) in his investigation into the physical property of palm kernel shell found that it has density to be 740kg/m3. He concluded that this material have properties which resembled those light weight concrete materials. This study will adopt a “waste to wealth” policy in the use of material presently considered as having no economic value with disposal problems. This study will also ascertain their suitability as replacement for coarse aggregate in production of concrete and hence enhance their economic value.



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    • ABSRACT - [ Total Page(s): 1 ]ABSTRACT IS COMING SOON ... Continue reading---

         

      APPENDIX A - [ Total Page(s): 2 ] ... Continue reading---

         

      CHAPTER TWO - [ Total Page(s): 4 ]The water to cement ratio, or w/c ratio, largely determines the strength and durability of the concrete when it is cured properly. The w/c ratio refers to the ratio of the weights of water and cement used in the concrete mix. A w/c ratio of 0.4 means that for every 100 lbs of cement used in the concrete, 40 lbs of water is added. For ordinary concrete (sidewalks and driveways), a w/c ratio of 0.6 to 0.7 is considered normal. A lower w/c ratio of 0.4 is generally specified if a higher quality con ... Continue reading---

         

      CHAPTER THREE - [ Total Page(s): 3 ]CHAPTER THREE3.0    METHODOLOGYFor better achievement of this project, the following stages are ensured:    COLLECTION OF MATERIALS    The materials comprises of cement, sand, palm kernel shell and water. Palm kernel shell was obtained from a local palm kernel producing village Oko, Irepodun LGA, Kwara State Nigeria.    PREPARATION OF PALM KERNEL SHELL (PKS)Due to high water absorption of palm kernel shells, it is mandatory to soak the aggregate for about 30 minutes. It i ... Continue reading---

         

      CHAPTER FOUR - [ Total Page(s): 6 ]CHAPTER FOUR4.0    DISCUSSION OF RESULTS4.1   Properties of Palm Kernel Shell {PKS}Results of the study from table 4.1 and figure 4.1 shows that the sieve analysis of PKS and the trend of the percentage cumulative weight retained increases as the sieve sizes decrease. The specific gravity of PKS was found to be 1.37 [Table 4.2] which [Okpala; 1990] classified as light weight aggregate.The water absorption capacity was found to be 10% [Table 4.3]. This value was considered in the design of m ... Continue reading---

         

      CHAPTER FIVE - [ Total Page(s): 1 ]CHAPTER FIVE5.0    CONCLUSION AND RECOMMENDATION5.1    CONCLUSIONi.    The result of the physical properties obtained show that PKS can be used as partial or complete aggregate substitution for lightweight structural concrete at 1:2:4 nominal mix.ii.    The compression strength increases with advancement of age but decreases with increase in water cement ratios. That is, at w/c ratio of 0.3 the compressive strength is 6.5N/mm2 at 28 days while at w/c ratio of 0.5, it is 3.99N/mm2 at ... Continue reading---

         

      REFRENCES - [ Total Page(s): 1 ]REFERENCENeville, A.M. (1996). “Properties of Concrete”. Longman Group Limited, London.Okafor, F.O. (1988). “Palm Kernel Shell as Aggregate for Concrete”. Cement Concrete Research Vol. 18, No 6, pp. 901-910.Okpala, D.C. (1990). “Palm Kernel Shell as a Lightweight Aggregate in concrete”. Building  and Environment 25, pp. 291-296Olanipekun, E.A., Oluola, K.O., and Ata, O. (2006). “A comparative Study of Concrete Properties Using Coconut Shell and Palm Ker ... Continue reading---