• A Projection Report On The Effect Of Geometric Properties (shape) On The Strength Of Interlocking Paving Stone

  • CHAPTER TWO -- [Total Page(s) 3]

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    • 2.6    Materials Involved
      2.6.1    Granite (Stone Dust):
      The word granite comes from the Latin word granum, a grain, in reference to the coarse-grained structure of such a crystalline rock. Granite is a common and widely occurring type of intrusive, felsic, igneous rock. It has a medium to coarse texture, occasionally with some individual crystals larger than the groundmass forming a rock known as porphyry. Granites can be pink to dark gray or even black, depending on their chemistry and mineralogy. Outcrops of granties sometimes occur in circular depressions surrounded by  a range of hills, formed by the metamorphic aureole or hornfels.
      Granite is nearly always massive (lacking internal structures), hard and tough, and therefore it has grained widespread used as a construction stone. The average density of granite is 2.75g/cm3 and its viscosity at standard temperature and pressure is approximately 4.5x1019. Sand dust are granite but in finer grains compared to granite itself. (Shackel, 1990).
      2.6.2    Cement
      Cement is basically a binder, a substance which sets and hardens independently, and can bind other materials together. The word “cement” traces to the Romans, who use the term “opus caementiciuum” to describe masonry which resembled concrete and was made from crushed rock with burnt lime as binder. The volcanic ash and pulverized brick additives which were added to the burnt lime to obtain a hydraulic binder were later referred to as cementum. Cements used in construction are characterized as hydraulic or non-hydraulic.
      The most important use of cement is the production of mortal and concrete – the bounding of natural or artificial aggregates to form a strong building material which is durable in the face of normal environmental effects.
      Concrete should not be confused with cement because the term cement refers only to the dry powder substance used to bind the aggregate materials of concrete. Upon the addition of water and or additives the cement mixture is referred to as concrete, especially if aggregates have been added. Cement is made by heating limestone with small quantities of other materials (such as clay) to temperature of 14500c in a kiln, by a process known as calcination. The resulting hard substance, called “clinker’ is then ground with a small amount of gypsum into a powder to make ‘Ordinary Portland cement’ (known as OPC). Portland cement is a basic ingredient of concrete, mortar and most non-specialty grout. The most common use of Portland cement is in the production of concrete which is a composite material consisting of aggregate (Gravel and sand), cement and water. As a construction material, concrete can be cast in almost any shape desired, and once hardened, can become a structural (load bearing) element. Portland cement may be gray or white (Pavers, 2012).
      2.6.3    Interlocking Stone Treatment After Production
      In some cases, after production, the interlocking tiles was subjected to soak in water for seven days and dried under room temperature or under shield or in door for two weeks. After which it was left for another three days without watering, and sun dried for 4 days. This indicates that the produced interlocking tiles were treated for twenty eight days.
      2.6.4    WATER
      The use of water in concrete  as an addition to react with the cement and this causing it to set and harden, also facilitate mixing as compaction of fresh concretes. 
          The water used in this project is clean and pure. The use of impure water for washing aggregate can adversely affect strength and durability, if it deposits harmful substances on the surface of this particle.
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    • ABSRACT - [ Total Page(s): 1 ]ABSTRACT    Interlocking paving stone is a good surface material produce as a result of mixture of aggregate to produce a good workability surface.    This research work investigates on how the shapes affect the strength after production. The materials used include cement, sharp sand, quarry dust or granite dust and water.    The structural engineering properties investigated include compressive strength, flexural strength of each types of interlocking paving stone produced that is 3 St ... Continue reading---

         

      LIST OF TABLES - [ Total Page(s): 1 ]LIST OF TABLESTable 4.1: Composition of Constituent Material Per Each Shape  Table 4.2: Sieve Analysis Result for Quarry Dust  Table 4.3: A Compressive strength result for the interlocking paving stones  Table 4.4: Flexural strength properties of interlocking paving blocks produced in laboratory  Table 4.5: Showing Flexural Strength properties of interlocking paving blocks produced in laboratory   Table 4.6: Showing Flexural strength properties of interlocking paving blocks produced in lab ... Continue reading---

         

      LIST OF PLATES - [ Total Page(s): 1 ]LIST OF PLATESPlate 1: Bubble Glover Interlock Tiles Plate 2: Didalo Interlock Tiles Plate 3: Double T Interlock Tiles Plate 4: 3 Star Interlock Tiles Plate 5: Land Roman Interlock Tiles Plate 6A:  Crushing of the materials in progress Plate 6B: Crushing of the materials   ... Continue reading---

         

      LIST OF FIGURES - [ Total Page(s): 1 ]LIST OF FIGURESFig 2.1a:    Small element pavement structure  Fig 2.1b:    Load spreading in the small element top layer through shear forces in the joints  Fig 2.3a:    Categories of Block shapes  Fig 2.4a:    Types of laying patterns for concrete tiles  Fig 2.4b:    Types of laying patterns for burnt clay bricks and     concrete blocks Fig 4.1:    Particle size distribution for quarry dust  ... Continue reading---

         

      TABLE OF CONTENTS - [ Total Page(s): 1 ]TABLE OF CONTENTS Title Page  Certificate  Dedication  Acknowledgment   Table of Contents  List of Tables  List of Figures   List of Plates  Abstract   CHAPTER ONE: INTRODUCTION 1.1    Introduction  1.2    Aims and Objective of the Project    1.3    Justification of the Study   1.4    Scope of the Project          1.5    Proposed Methodology     CHAPTER TWO: 2.0.    Literature Review   2.1    Preamble  2.2    Structure of Interlocking Paving ... Continue reading---

         

      CHAPTER ONE - [ Total Page(s): 2 ]CHAPTER ONE1.1    Introduction Researchers have work on various materials for paving and method of pavement construction that will provide adequate support for traffic load with minimum construction cost and maintenance. The concept of interlocking stone pavers dated back over 200years ago to the Roman empire where over 800,000km of roads were built using interlocking paving blocks. The roman developed a simple system for building roads some of the roads are still in use today. The roads were ... Continue reading---

         

      CHAPTER THREE - [ Total Page(s): 2 ]The following steps were employed in carrying out the test.i.    The samples were dried in air.ii.    The weight of the sieves were measured with a weighing balance after they have been cleaned with sieve brush.iii.    The sieves were arranged in order of decreasing diameter by inserting the bottom of one into the top of another with the largest on the top and the pan at the bottom.iv.    A 700g of each sample was measured and poured on the top of the sieve, covered with the ... Continue reading---

         

      CHAPTER FOUR - [ Total Page(s): 6 ]CHAPTER FOUR4.0.    ANALYSIS OF RESULTS AND DISCUSSION 4.1. Material Tests Performed on the Materials and     Samples The adequacy tests for the paving element as a small element pavement include physical dimension, compressive and flexural strength tests. These tests were performed at the Polytechnic laboratory, Ilorin.4.2.    Material Tests The test was carried out to determine the amount of water that each material will absorb.Testing Procedure    A 200g dry weight of each materia ... Continue reading---

         

      CHAPTER FIVE - [ Total Page(s): 1 ]CHAPTER FIVE5.0.    CONCLUSIONS AND RECOMMENDATIONS5.1.    Conclusions Having established the compliance of the paving element produced with standard and specifications, one can therefore conclude that;a.    The domineering materials commonly used for manufacture of paving blocks were stone dust, cement and water. b.    The materials used for production are of adequate grading,     shape and texture. c.    The effect of laterite in the mix of the laboratory produced specimens r ... Continue reading---

         

      REFRENCES - [ Total Page(s): 1 ]REFERENCESAdetifa O.A, Akinyemi E.O, Jimoh Y.A and Halega D.J (1992) “Provision of Engineeirng services for the use of paving blocks”. Interim Report No. 2. Submitted to SPDC by Department of Civil Engineering, University of Ilorin, Unpublished.Houben, L.J.M. (1988), Structural Design of Pavements- Part V: Design of Small Element Pavements Lecture Notes CT 4860, Faculty of Civil Engineering and geosciences, TU Delft,Interlocking concrete pavers – wikipedia, the free encycloped ... Continue reading---