Evaluating The Effect of Coffee Husk Ash Used as A Soil Stabilser


  • Department: Civil Engineering
  • Project ID: CVE0159
  • Access Fee: ₦5,000
  • Pages: 35 Pages
  • Reference: YES
  • Format: Microsoft Word
  • Views: 525
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TABLE OF CONTENTS

DECLARATION......................................................................................................i

APPROVAL...........................................................................................................ii

ACKNOWLDGEMENTS.......................................................................................... iii

ABSTRACT..........................................................................................................iv

LIST OF FIGURES............................................................................................... vii

LIST OF TABLES ............................................................................................... viii

LIST OF ACRYONMS/ABBREVIATION ....................................................................ix

CHAPTER ONE ...............................................................................................1

1.1 INTRODUCTION............................................................................................ 1

1.1.1 Background................................................................................................ 1

1.2 Problem Statement........................................................................................ 2

1.3 Objectives of the study .................................................................................. 2

1.3.1 Main objective ............................................................................................ 2

1.3.2 Specific Objectives ...................................................................................... 2

1.4 Scope........................................................................................................... 3

1.5 Justification................................................................................................... 3

CHAPTER TWO ..............................................................................................4

LITERATURE REVIEW....................................................................................4

2.0 Introduction.................................................................................................. 4

2.1 Strength ....................................................................................................... 4

2.2 Moisture content ........................................................................................... 4

2.3 Shrinkage/swelling......................................................................................... 4

2.4 Shrinkage/swelling......................................................................................... 5

2.5 The role of sub-grade .................................................................................... 6

2.6 Soil stabilization ............................................................................................ 8

2.6.1 Types of stabilization .................................................................................. 9

2.7 Previous studies on soil stabilization using other means than cement and lime. .11

vi

CHAPTER THREE .........................................................................................14

METHODOLOGY...........................................................................................14

3.0 Introduction.................................................................................................14

3.1 Materials......................................................................................................14

3.1.1 Soil...........................................................................................................14

3.1.2 Coffee husk ash.........................................................................................14

3.2 Tests that were carried out ...........................................................................15

CHAPTER FOUR ...........................................................................................16

RESULT ANALYSIS AND DISCUSSION.........................................................16

4.0 Introduction.................................................................................................16

4.1 Result analysis .............................................................................................16

4.1.1 Particle size distribution..............................................................................16

4.2.2: Plasticity index .........................................................................................18

4.2.3 Maximum Dry Density ................................................................................18

4:2.4 California Bearing Ratio..............................................................................19

CHAPTER FIVE.............................................................................................20

CONCULSIONS AND RECOMMENDATIONS .................................................20

5.1 CONCLUSIONS .............................................................................................20

5.2 RECOMMENDATIONS....................................................................................20

REFERENCES .....................................................................................................21

APPENDICES .....................................................................................................24

APPENDIX I: PHOTOS TAKEN..............................................................................24

APPENDIX II: LAB TESTS....................................................................................25

ABSTRACT This project report titled “evaluating the effect of coffee husk ash used as a soil stabilizer” majorly aimed at reducing the cost of soil stabilization in that the usage of a cheaper alternative stabilizing agent was undertaken by assessing the properties of soil free of CHA and a mixture of soil and CHA of varying amounts. The tests carried out on its properties including grading, Atterberg limits, MDD, and CBR tests which proved that the properties of the soil improved with increasing amounts of CHA up to the optimum of 10% and past that the properties deteriorated as fully elaborated in this report.

  • Department: Civil Engineering
  • Project ID: CVE0159
  • Access Fee: ₦5,000
  • Pages: 35 Pages
  • Reference: YES
  • Format: Microsoft Word
  • Views: 525
Get this Project Materials
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