EVALUATING THE EFFECT OF COFFEE HUSK ASH USED AS A SOIL STABILSER

  • Type: Project
  • Department: Civil Engineering
  • Project ID: CVE0159
  • Access Fee: ₦5,000 ($14)
  • Pages: 35 Pages
  • Format: Microsoft Word
  • Views: 1K
  • Report This work

For more Info, call us on
+234 8130 686 500
or
+234 8093 423 853

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.

EVALUATING THE EFFECT OF COFFEE HUSK ASH USED AS A SOIL STABILSER
For more Info, call us on
+234 8130 686 500
or
+234 8093 423 853

Share This
  • Type: Project
  • Department: Civil Engineering
  • Project ID: CVE0159
  • Access Fee: ₦5,000 ($14)
  • Pages: 35 Pages
  • Format: Microsoft Word
  • Views: 1K
Payment Instruction
Bank payment for Nigerians, Make a payment of ₦ 5,000 to

Bank GTBANK
gtbank
Account Name Obiaks Business Venture
Account Number 0211074565

Bitcoin: Make a payment of 0.0005 to

Bitcoin(Btc)

btc wallet
Copy to clipboard Copy text

Details

Type Project
Department Civil Engineering
Project ID CVE0159
Fee ₦5,000 ($14)
No of Pages 35 Pages
Format Microsoft Word

Related Works

ABSTRACT The importance of concrete in modem society cannot be underestimated. There is no escaping from the impact of concrete on everyday life. Concrete is a composite material which is made of filler and a binder. Typical concrete is a mixture of fine aggregate (sand), coarse aggregate (rock), cement, and water. Nowadays the usage of concrete... Continue Reading
ABSTRACT Rice Husk Ash (RHA) is one of the most active research areas that encompass a number of disciplines including civil engineering and construction materials. Grinded rice husk (GRH) and RHA is an agricultural waste product which is produced in large quantities globally every year. As the rice husk is piling up every day, there is a pressure... Continue Reading
ABSTRACT  The coffee sector plays a significant role to Kenya‟s economy. The sector contributes to foreign exchange earnings, household incomes, employment and food security. The industry supports about 700,000 households comprising of 535 coffee cooperative societies for the development and marketing of coffee. A new concept in marketing all... Continue Reading
Silicon dioxide , also known as silica (from the latin silex), is an oxide of silicon with the chemical formula SiO2, most commonly found in nature as quartz and invarious living organisms. In many parts of the world, silica is the major constituent of sand. Silica is one of the most complex and most abundant families of materials existing as a... Continue Reading
Silicon dioxide , also known as silica (from the latin silex), is an oxide of silicon with the chemical formula SiO2, most commonly found in nature as quartz and invarious   living   organisms.   In   many   parts   of   the   world,   silica   is   the   major constituent of sand. Silica is one of the most complex and most... Continue Reading
ABSTRACT           The project titled “The effect of admixtures on properties of concrete: case study of sugar, cow bone ash, groundnut shell ash, and lime stone powder” was carried out with the aim of knowing the effect the of the various types of admixtures used on the properties of concrete, in term of the workability of concrete,... Continue Reading
ABSTRACT Composites have been developed with great success by the use of reinforcement. Monolithic materials cannot possess all the properties to be obtained hence, the need to employ the use of composite materials. Aluminum is generally utilized as a basic material particularly in the aerospace industry in view of its light weight property Be... Continue Reading
ABSTRACT Composites have been developed with great success by the use of reinforcement. Monolithic materials cannot possess all the properties to be obtained hence, the need to employ the use of composite materials. Aluminum is generally utilized as a basic material particularly in the aerospace industry in view of its light weight property Be... Continue Reading
Abstract This research examined the stabilization of laterite against water penetration on earth (mud) roofs, using Locust Bean Pod Ash (LBPA) and Sugarcane Straw Ash (SCSA). The laterite soil was collected from pits around Hagagawa quarters of Bichi Local Government Area. It was stabilized with different mix ratios of 14, 22 and 30 per cent of... Continue Reading
CHAPTER ONE  1.0     INTRODUCTION  The search for alternative binder or pozzolanic material has become a challenge to national development.  Potential of laterite soil as a reliable and durable construction material is highly locally available and has been one of the major building materials for a long time. One of the various soil types... Continue Reading
Call Us
whatsappWhatsApp Us