• Estimating Some Mechanical Properties Of Rock From In-situ Rebound Values
    [A CASE STUDY OF OREKE OPEN PIT QUARRY]

  • CHAPTER TWO -- [Total Page(s) 3]

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    • L – type Schmidt hammer is also used to perform a test, the device is positioned normal to the rock surface  and the plunger (13) is pressed against the rock during which the reset spring (1) is pressed and the impact spring (6) is extended. At the end of the course, hammer holding lever (3), the hammer is released and after sliding along the plunger neck (11) hits the impact surface of the plunger (12). Based on the hardness of the rock surface onto which the plunger is pressed, the hammer rebounds and the amount of rebound is indicated by the number indicator (10) which is now moved upwards along with the rebound movement of the hammer.
      2.2    GEOLOGICAL FORMATION OF MARBLE
          Marble is a metamorphic rock that forms when limestone is subjected to the heat and pressure of metamorphism. When subjected to intense heat, pressure and chemical solutions, causing the stone to reform into an interlocking structure of calcite, aragonite and sometimes dolomite crystals.  Marble formed from very pure limestone is white, but the presence of other minerals, as well as clay, silt and sand, can give it richly varied coloration. (Kearey (2001).
          It is composed primarily of the mineral calcite (CaC03) and usually contains other minerals, such as clay minerals, micas, quartz, pyrite iron oxides, and graphite. Under the conditions of metamorphism, the calcite in the limestone recrystallizes to form a rock that is a mass of interlocking calcite crystals. A related rock, dolomitic marble, is produced when dolostone is subjected to heat and pressure. Marble is found in the mountainous regions of most countries, but relatively few quarries exist in the United States. (Philip, (2001).
      Formation of marble
          Most marble forms at convergent plate boundaries where large areas of earth’s crust are exposed to regional metamorphism. Some marble also forms by contact metamorphism when a hot magma body heats adjacent limestone or dolostone. Before metamorphism, the calcite in the limestone is often in the form of lithified fossil material and biological debris. During metamorphism, this calcite recrystallises and the texture of the rock changes. In the early stages of the limestone to marble transformation, the calcite crystals in the rock are very small. In a freshly broken hand specimen, they might only he recognized as a sugary sparkle of light reflecting from their tiny cleavage faces when the rock is played in the light.
       

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    • ABSRACT - [ Total Page(s): 1 ]ABSTRACTThe 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 COMPRES ... Continue reading---

         

      LIST OF TABLES - [ Total Page(s): 1 ]LIST OF TABLESTABLES   4.1:     Determination of Bulk Density for Location  4.2:     Density Test Result for Location  4.3:     Density Test Result for Location  4.4:     Field Rebound Values  4.5:     Standard Procedure of Bulk Density Determination  4.6:    Standard for Uniaxial Compressive Strength (UCS) ... Continue reading---

         

      LIST OF FIGURES - [ Total Page(s): 1 ]LIST OF FIGURESFIGURES  1:     Details of an L type Schmidt hammer    2:     Conversion Graph  ... Continue reading---

         

      TABLE OF CONTENTS - [ Total Page(s): 1 ]TABLE OF CONTENTSTITLE PAGE CERTIFICATION DEDICATION ACKNOWLEDGEMENT TABLE OF CONTENTS LIST OF TABLES  LIST OF FIGURES CHAPTER ONE 1.0    INTRODUCTION 1.1    AIM AND OBJECTIVES 1.2    STATEMENT OF THE PROBLEM 1.3    SCOPE OF THE PROJECT 1.4    JUSTIFICATION OF THE PROJECT  1.5    LOCATION OF THE STUDY AREA  CHAPTER TWO  2.0    LITERATURE REVIEW  2.1    CONCEPT OF SCHMIDT REBOUND HAMMER 2.2    GEOLOGICAL FORMATION OF MARBLE 2.3    MECHANICAL PROPERTIES OF MARBLE ... Continue reading---

         

      CHAPTER ONE - [ Total Page(s): 1 ]CHAPTER ONE 1.0    INTRODUCTIONRock mechanics engineers design structures built in rock for various purposes,   and therefore need to determine the properties and behavior of the rock. The UCS of rocks is one of the important input parameters used in rock engineering projects such as design of underground spaces, rock blasting, drilling, slope stability analysis, excavations and many other civil and mining operations. ISRM (1981) testing of this mechanical property in the laboratory is a si ... Continue reading---

         

      CHAPTER THREE - [ Total Page(s): 2 ]CHAPTER THREE3.0    RESEARCH METHODOLOGY (DESK WORK)The research methodology is the general research strategy that outlines. The way in which research is to be undertaken and among other things, identifies the methods to be used in it. These methods, described in the methodology, define the means or mode of data collection or sometimes, how a specific result is to be calculated. Methodology also is the systematic theoretical analysis of the methods applied to a field of study.Therefore, the N ... Continue reading---

         

      CHAPTER FOUR - [ Total Page(s): 7 ]The result obtained for the uniaxial compressive strength range from lowest value to the highest value which is 1.15×1040mpa respectively. Base on the standard present by Deere and Miller (1966) and ASTM (2001). The mean value obtain which is6.22×1040mpa made the marble to be classified as a rock with very low strength. 4.3    DISCUSSION    The average rebound value was used trace the UCS with the corresponding bulk density in figure (4.1.1). The result shows that the uniaxial comp ... Continue reading---

         

      CHAPTER FIVE - [ Total Page(s): 1 ]CHAPTER FIVE5.0    CONCLUSION AND RECOMMENDATION5.1     CONCLUSIONThe need to test rock in order to determine their physical and mechanical properties cannot be overemphasized .However , laboratory testing procedures and equipment may be required to do this for engineering project .Hence, the Schmidt rebound hammer (RN) has being used by many researchers to measure the strength and other engineering properties of rocks. This usually enables a quick and easy means of measurement. Marble be ... Continue reading---

         

      REFRENCES - [ Total Page(s): 1 ]REFERENCESAggestalis, G, Alivazators, (2000) Correlating Uniaxial Compressive Strength with Schmidt Hammer Rebound Number, Journal of Bulleting Engineering Geology, Vol. 5,4, ppg 3 – 11.ASTM, (2001) Standard Method for Determination of Rock Hardness of Rebound Hammer Method, ASTM Stand 04.09(D5873-00).ASTM. D-5873(2005) Standard Test Method for Determination of Rock Hardness by Rebound Value Method.Aufmuth, E.R. (2002). A Systematic Determination of Engineering Criteria for Rocks. Journal ... Continue reading---