ABSTRACT
This project work is concerned with assessment to different types of foundation and their mode of construction though looks like a literature review but entails full information and chosen.
Foundation samples were limited to three different locations within Ilorin metropolis. Terzaghi equation was used for determining soil bearing capacity of the three cohesionless soil samples taken.
The result obtained from the calculation shows that the soil in the three foundation Examined can resist any excessive settlement of super-structure load without excessive settlement of shear and it shows a good indication that the soil is good to be used as a sub grade or sub-base materials for construction.
In general the soil material in those three foundation posses similar characteristic.
TABLE OF CONTENTS
Title Page ii
Declaration iii
Certification iv
Dedication v
Acknowledgement vi
Abstract vii
Table of Contents viii
CHAPTER ONE
1.0 Introduction 1
1.1 Aim and Objective of the Study 1
1.2 Objectives 1
1.3 Scope of the Study 2
1.4 Justification of the Study 2
1.5 Statement of the Problem 2
1.6 Methodology 3
CHAPTER TWO
LITERATURE REVIEW
2.0 Foundation in General 4
2.1 Design Requirement 4
2.2 Foundation Bearing Capacity Analysis 5
2.2.1 Type of Bearing Capacity 5
2.2.2 Presumed Bearing Value Table (Bs 8004: 1986) for Preliminary Design 5
2.3 Choice of Foundation 6
2.4 Factors Affecting the Choice of Foundation 6
CHAPTER THREE
3.0 Methodology & Type of Foundation 8
3.0.1 Pile Foundation 8
3.0.2 Pile Categories 10
3.0.3 Classification of Pile According to their Function 10
3.1 Classification of Pile According to their Composition or Material of Construction 11
3.2 Factor Influencing Choice of Pile 13
CHAPTER FOUR
4.0 Result and Discussion 30
4.1 Foundation Requirement Strength and Stability of Foundation 31
CHAPTER FIVE
5.0 Conclusion 37
5.1 Recommendation 38
References 39
