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

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    • CHAPTER ONE
      1.1    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 constructed with a well compacted base of lime and gravel covered with a tight fitting cut stone which produced an excellent and economical roadway that remained virtually maintenance free in all types of weather (Wilford, 1994).
      The elements are laid directly on a bedding sand layer with edge restraints to allow block layer to develop limited load spreading capacity to keep bond together at great mass and strength (Wilford, 1994).
      Investigation has not been intensified on the use of paving stone for pavement unlike surface dressed concrete pavement structures. The potential of different types of paving stone for pavement structure used as car park or foot paths.
      In developing countries paving stone are used for the construction of paved area on a large scale. The material use in paving stone are of different variety of colours and shapes which are most likely have effect on the strength of the stone, they create unique and creative pattens while providing a surface that is durable and functional (Akinyemi, et al, 1992).
      It is observed that various shapes of these paving stone are produced and widely used in our locality. These include: roman, zenith, double T, 3 star etc. And the laying pattern include, stretcher, running, digalo, bubble glover, diagonal, Herringbone and parquet bond but in lieu of this, different materials and mix ratio are used in order to determine various strength  and durability of the paving material. (Shackel, 1990).
      Some use dust from quarry with sharp sand and granite of specified size while others prefer using stone dust with granite only but the most commonly used are dust from quarry only. During laying some prefer placing the elements over a graded sand base and interlocked with bedding and joint sand. The jointing sand allows the pavers to interlock and structurally function as one durable layer while others use dust (Sambawa, 2010).
      All those variations in materials and production account for variations in properties, quality and strength and it is therefore necessary to carry out a research work to know whether the shapes of the stone has any effect on the strength.
      1.2    Aim and Objectives of the Project
      The aims of this project is to determine the followings:
      i.    To determine the strength of the stone
      ii.    To know whether the shapes of the stone has any effect on the strength
      iii.    To educate student on what they can lay their hand on after graduation.
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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 TWO - [ Total Page(s): 3 ]CHAPTER TWO2.0.    LITERATURE REVIEW2.1    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 stone ... 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---