THE USE OF OIL PALM FIBER AS AN ADDITIVE IN CONCRETE

 

Table Of Contents


Chapter ONE

INTRODUCTION

  • 1.1Introduction
  • 1.2Background of Study
  • 1.3Problem Statement
  • 1.4Objective of Study
  • 1.5Limitation of Study
  • 1.6Scope of Study
  • 1.7Significance of Study
  • 1.8Structure of the Research
  • 1.9Definition of Terms

Chapter TWO

LITERATURE REVIEW

  • 2.1Overview of Concrete Technology
  • 2.2Properties of Oil Palm Fiber
  • 2.3Previous Studies on Fiber-Reinforced Concrete
  • 2.4Effects of Fiber Addition on Concrete Strength
  • 2.5Sustainability Aspects of Fiber-Reinforced Concrete
  • 2.6Production and Processing of Oil Palm Fiber
  • 2.7Incorporating Fibers in Concrete Mix Design
  • 2.8Challenges of Using Fiber in Concrete
  • 2.9Quality Control in Fiber-Reinforced Concrete
  • 2.10Future Trends in Fiber-Reinforced Concrete Research

Chapter THREE

SYSTEM DESIGN AND IMPLEMENTATION

  • 3.1Research Design
  • 3.2Data Collection Methods
  • 3.3Sampling Techniques
  • 3.4Experimental Setup
  • 3.5Testing Procedures
  • 3.6Data Analysis Techniques
  • 3.7Research Ethics
  • 3.8Limitations of Research Methodology

Chapter FOUR

SYSTEM TESTING AND EVALUATION

  • 4.1Analysis of Test Results
  • 4.2Comparison with Control Concrete
  • 4.3Strength and Durability Evaluation
  • 4.4Microscopic Examination of Concrete Samples
  • 4.5Impact of Fiber Content on Concrete Properties
  • 4.6Environmental Impact Assessment
  • 4.7Cost-Benefit Analysis
  • 4.8Recommendations for Practical Applications

Chapter FIVE

SUMMARY, CONCLUSION AND RECOMMENDATIONS

  • 5.1Summary of Findings
  • 5.2Conclusions
  • 5.3Contributions to Knowledge
  • 5.4Implications for Future Research
  • 5.5Practical Applications of the Study

Project Abstract

This study on strength development of concrete quality and properties using oil palm fiber was carried out to enhance and improve the quality and properties of concrete by using additive. Additive is substances added to fresh concrete to typically improve its properties. The research was conducted to establish the effect of oil palm fiber addition on workability, density and compressive strength of concrete. The mixes were prepared with fiber cement ratio of 0%, 0.25%, 0.50% and 1.0% respectively. A total of 16 concrete cubes. Specimens of 150mm X 150mm X 150mm were prepared for compressive strength testing after been cured in water for 7 days and 28 days. Workability of the concrete decreased with the increase in fiber content added to the mix. The result of density test shows that the highest density of 2.97g/cm3 was achieved when 0.25% fiber was added. Test results of compressive strength on concrete also demonstrated that of 19.6 N/mm2 and 25.65 N/mm2 addition of 0.25% fiber content to concrete gave the highest compressive strength. The compressive strengths with the addition of 0.25% fiber content gave higher values than the control mixes of both 7 days and 28 days. It is therefore recommended that 0.25% fiber can be added to concrete mix.

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