• 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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    • CHAPTER TWO
      2.0.    LITERATURE REVIEW
      2.1    Preamble
      An interlocking concrete paver is a pre-cast piece of concrete or brick commonly used in exterior landscaping applications. Interlocking paving blocks are installed over a compacted stone sub-base and a leveling bed of sand. Concrete paving stones can be used for walkways, paths, pool decks and driveways and airport or landing docks (Paver, 2012).
      When one thinks of interlocking paving stones, one often get the idea of dog bone shape stones that fit together like a jigsaw puzzle that is not the case at all. The interlocking comes from the fact that each stone cannot move independently from its neighbor, in fact, there are two important aspects of an interlocking paving stone work which keeps pavers interlocked. The first is sand, as simple as this might seem, the sand creates the interlock, not any sand though it must be a sharp angular sand. If one fills the joint between the pavers with sand, each particle will be round and will then be able to move independently of the stone next to them. Pavers are made with a small ridge on the side of each one so there is space for the sand. If properly done, one will observe that when pavers are being lifted, the whole surface lifts not just one paver. The fact that the whole surface moves together demonstrates the sand holding the pavers together (Thomas, 1997).
      The second importance is the edge restraints (the border that is holding the pavers together). Since they are sitting on sand and not mortal; if the edge is not held firmly in place, they could start to spread apart, in doing this, it is required that a well leveled sand bed layer must be prepared so as to ensure alignment and flatness as one paver will not be higher than the other or else it could create larger opening between the pavers that would eventually be so wide that there would no longer be friction between the stones (Houben, 2003).
      2.2    Structure of Interlocking Paving Blocks
      The structure of a paving block consists the various components of a small element pavement structure that especially the top layer (consisting of small elements and sand – filled joints), the bedding layer and last but not least the necessary edge restraints. Fig 2.1 and 2.2 gives the structure and load bearing mechanism respectively.
      Instead of connecting the pavers or elements by pouring grout between the joints as one would with tiles, sand particles or quarry dust are spread over the pavers and tamped down. The sand stabilizes the interlocking pavers, yet allows for some flexibility. In this way also the permanent deformations of a small element, relative to adjacent elements, are limited. This type of paverment structure will absorb stress such as small earthquakes, freezes and thaws, and slight group erosion by shifting each tile slightly. Therefore, they will not crack or buckle like concrete. Most people do not realize that paving stones are several times stronger than concrete. Concrete is hard and “brittle” and thus prone to cracking (Sambawa, 2003).
      Concrete cannot be repaired without leaving “scar” marks but paving stones can be easily replaced should the need ever arise.
      Most importantly paving stones add beauty and aesthetics to environment and value to homes. There are so many different types of paving stones, colors, textures, shapes, sizes, patterns and designs that they can blend in and greatly enhance the beauty of any home or building (Paver, 2012).
      2.3    Various Shapes of Interlocking Paving Blocks:
      In principle, two types of paving blocks can be distinguished, i.e ‘rectangular’ blocks (with a rectangular or hexagonal horizontal cross section) and shaped (non-rectangular or dentated) blocks with profiles in the horizontal and or vertical direction.
      Figure 2.2 gives an overview of the most widely used block shapes the main features of the distinguished categories A, B and C are:
      i.    Category A: Shaped blocks with geometrical interlock at all sides
      ii.    Category B: Shaped blocks with geometrical interlock at two sides
      iii.    Category C: Rectangular blocks
      Figure 2.2: Categories of block shapes.
          From observations, the categories B and some parts of A are widely used and most of the paving blocks are manufactured with a chamfer (Reduced top surface). Furthermore coloured blocks are applied more and more, not only for esthetical reasons but also for functional reasons (Traffic guiding).
          Depending on the laying pattern, specific auxiliary blocks are necessary, for example half blocks for herringbone bond A and stretcher bond A and so-called bishop mitres for herringbone bond B (see figure 2.2a). shaped blocks mostly require more types of auxiliary blocks than rectangular blocks, such as blocks to realize a straight edge at the start or end of the block pavement and blocks to realize curves. (Wiki Pedia, 2012).
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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---