Estimating Some Mechanical Properties Of Rock From In-Situ Rebound Values

(A Case Study Of Oreke Open Pit Quarry)

5 Chapters
|
46 Pages
|
6,911 Words

The research deals with estimating some mechanical properties of rock from in-situ rebound value in Oreke open pit quarry ,N-Type Schmidt rebound hammer data were collected from Oreke open pit .the data were collected with the view to ascertain the suitability of Schmidt hammer for quick ,cheap and less cumber some estimation of the uniaxial compressive strength of marble .The data collection was strictly carried out by ASTM and suggested equation by different authors.UNIAXIAL COMPRESSIVE STRENGTH,DENSITY, YOUNG MODULUS were determined using value conversion graph.UNIAXIAL COMPRESSIVE STRENGTH for location 1 was 70MPa which mean the rock is medium in classification and location 2 and 3 was 55MPa which also mean the rock marble medium is classification and typical rock, type is competent metamorphic rock.

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TITLE PAGE
CERTIFICATION
DEDICATION
ACKNOWLEDGEMENT
TABLE OF CONTENTS
LIST OF TABLES
LIST OF FIGURES

CHAPTER ONE 1
1.0 INTRODUCTION 1
1.1 AIM AND OBJECTIVES. 2
1.2 STATEMENT OF THE PROBLEM 2
1.3 SCOPE OF THE PROJECT 3
1.4 JUSTIFICATION OF THE PROJECT 3
1.5 LOCATION OF THE STUDY AREA 3

CHAPTER TWO 4
2.0 LITERATURE REVIEW 4
2.1 CONCEPT OF SCHMIDT REBOUND HAMMER 4
2.2 GEOLOGICAL FORMATION OF MARBLE 8
2.3 MECHANICAL PROPERTIES OF MARBLE 11

CHAPTER THREE 14
3.0 RESEARCH METHODOLOGY (DESK WORK) 14
3.1 DETERMINATION OF BULK DENSITY 14
3.2 PROCEDURE FOR COLLECTING REBOUND HAMMER VALUE 15
3.3 CONVERTED FROM N – L TYPE DATA 16
3.4 ESTIMATING UNIAXIAL COMPRESSIVE STRENGTH OF MARBLE (UCS) 16
3.5 ESTIMATING OF DENSITY 18
3.6 ESTIMATING OF YOUNG’S MODULUS 19

CHAPTER FOUR 21
4.0 RESULT AND DISCUSSION 21
4.1 RESULTS 21
4.1.1 DETERMINATION OF BULK DENSITY 21
4.1.2 PROCESSING PROCEDURE 24
4.1.3 CONVERTED FROM N-TYPE TO L-TYPE DATA 25
4.1.4 ESTIMATION UNIAXIAL COMPRESSIVE STRENGTH 26
4.1.5 ESTIMATED DENSITY 28
4.2 ESTIMATED YOUNGʹS MODULUS 29
4.3 DISCUSSION 31

CHAPTER FIVE 32
5.0 CONCLUSION AND RECOMMENDATION 32
5.1 CONCLUSION 32
5.2 RECOMMENDATION 32
REFERENCES 33

 

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