• The Effect Of Admixtures On Properties Of Co`ncrete
    [CASE STUDIES OF SUGAR, COW BONE ASH, GROUDNUT SHELL ASH, AND LIME STONE POWDER]

  • CHAPTER THREE -- [Total Page(s) 8]

    Page 7 of 8

    Previous   3 4 5 6 7 8    Next

    • 3.9    COMPRESSIVE STRENGTH TEST ON CONCRETE CUBES  
          Gopel (2009),out of many test applied to the concrete , this is the most important which gives idea about all the characteristic of concrete. By this single test one can judge whether concreting has been done properly or not. To carryout cube test minimum of two specimens either cubes 150mmx150mmx150mm or 100mmx100mmx100mm depending upon the size of aggregate to be used. For most of work cubical mould of 150mmx150mmx150mm are commonly used.
          The concrete is poured in the mould and tampered properly with tamping rod so as not to have any voids. After 24 hours these mould are removed and test specimens are put in water for curing. The top surface of these specimens should be made even and smooth. This is done by putting cement paste and spreading smoothly on the whole area of the specimen.
          The specimens are tested by compression testing machine after 14 days or 28 days curing. Load should apply gradually at the rate of 140kg/cm2 the failure divided by area of specimen gives the compressive strength off concrete.
      Using the mathematical expression,
      Compressive strength =     Failure Load
      Area of the cubes (N/mm^2)
          Compressive strength test was carried out after adequate curing procedure was fulfilled. This was done in a manually operated hydraulic crushing machine. It consists of various parts like;
      1    The base on which the specimen would be placed.
      2    Handle for adjusting the steel plate of the machine and
      3    The scale which indicates the readings corresponding to the failure load of the specimen.

  • CHAPTER THREE -- [Total Page(s) 8]

    Page 7 of 8

    Previous   3 4 5 6 7 8    Next
    • ABSRACT - [ Total Page(s): 1 ]ABSTRACT    The project titled “The effect of admixtures on properties of concrete: case study of sugar, cow bone ash, groundnut shell ash, and lime stone powder” was carried out with the aim of knowing the effect the of the various types of admixtures used on the properties of concrete, in term of the workability of concrete, durability of concrete and the concrete strength. The material used are cow bone ash, groundnut shell ash, sugar and lime stone powder. The cow bone was sou ... Continue reading---

         

      LIST OF TABLES - [ Total Page(s): 1 ]LIST OF TABLESTable 4.1: Data Analysis for Fine Aggregates (Sand)  Table 4.2:  Data Analysis for Coarse Aggregate (Granite) Table 4.3: Slump Test Result for GSA Concrete  Table 4.4:  Slump Test Result for CBA Concrete  Table 4.5:  Slump Test Result for Sugar Concrete  Table 4.6:  Slump Test Result for LP Concrete Table 4.7:  Summary of Slump Test Result for Various Concrete Admixtures Table 4.8:  Compressive Strength Test Result of Normal Concrete Table 4.9:  Compressive Strength Test ... Continue reading---

         

      LIST OF PLATES - [ Total Page(s): 1 ]LIST OF PLATESPlate 3.1: Groundnut Shell  and  Cow Bone   Plate 3.2: Burning of Groundnut Shell and Cow Bone Plate 3.3: Cow bone ash, Groundnut shell ash, Limestone powder and Sugar. Plate 3.4:      Batching of Concrete  Plate 3.5:      Type of Slump Plate 36:      Cube Production Plate 3.7:      Curing of Cubes  Plate 3.8:      Crushing Machine  ... Continue reading---

         

      LIST OF FIGURES - [ Total Page(s): 1 ]LIST OF FIGURESFigure 4.1: The graph of sieve analysis for Fine Aggregate (Sand) Figure 4.2: The graph of sieve analysis for Coarse Aggregate  (Granite).  Figure 4.3: The graph of slump test result for GSA Concrete Figure 4.4: The graph of slump test result for CBA Concrete Figure 4.5: The graph of slump test result for SUGAR Concrete  Figure 4.6: The graph of slump test result for LP Concrete Figure 4.7: The graph for summary of slump test result for various Concrete AdmixturesFigure 4.8: Th ... Continue reading---

         

      TABLE OF CONTENTS - [ Total Page(s): 1 ]TABLE OF CONTENTSTitle Page   Declaration   Certification   Dedication   Acknowledgement Abstract     Table of Contents  List of Tables   List of Figures List of Plates  CHAPTER ONE                                      1.0    Introduction  1.1    Statement of the Problem  1.2    Aims and Objectives of the Study   1.3    Justification of the Study   1.4    Scope of the Study   CHAPTER TWO 2.0    literature Review   2.1    Concrete ... Continue reading---

         

      CHAPTER ONE - [ Total Page(s): 2 ]CHAPTER ONE1.0.     INTRODUCTION                                                                                                         The importance of understanding various types of materials used in Civil Engineering is widely recognized. There has been tremendous increase in the latest research and practical achievement to improve on concrete technology. Free exchange for technical know ... Continue reading---

         

      CHAPTER TWO - [ Total Page(s): 6 ]While inorganic retardants include; oxide of lead and zinc, phosphates, magnesium salt fluorides, soluble zinc, soluble borates etc.3.         Air-entrainers: These are probably the most important group of admixtures. They improve durability of concrete; in particular, it’s resistance effect of frost and de-icing salts. The entrainment of air in the form of very small and stable bubbles can be achieved by using framing agents based on natural wood resins, animal or vegetable fat an ... Continue reading---

         

      CHAPTER FOUR - [ Total Page(s): 16 ]D10 = 1.686μmm = 0.169mmD30 = 273.6μmm = 0.274mmD60 = 503.75μmm =0.504mmi.    The effective grain size; i.e. D10 = 0.169mmii.    Uniformity coefficient, Cu =      =   = 2.98iii.    Coefficient of curvature, Cc =     =   =   = 0.88D10 = 7.6mmD30 = 12.8mm D60 = 15.2mmi. The effective grain size; i.e. D10 = 7.6mm ii. Uniformity coefficient, Cu =      =   = 2.0iii. Coefficient of curvature, Cc =   =   =   =1.42 ... Continue reading---

         

      CHAPTER FIVE - [ Total Page(s): 1 ]CHAPTER FIVE5.0      CONCLUSION          Based on the results of this investigation, the following conclusion is drawn;         Admixtures affect properties of concrete like its slump value, density, compressive strength, etc.         Admixtures generally decrease the slump value of concrete which in turns decrease the workability of the concrete, since normal concrete(0% concrete) has a slump value of between 55-60mm while concrete with admixture has slump value lesser ... Continue reading---

         

      REFRENCES - [ Total Page(s): 1 ]REFERENCEAkogu Elijah Abalaka (2011): ‘Effects of Sugar on Physical Properties of     Ordinary Portland Cement Paste and Concrete.Albadan B.A, M.A Olutoye, M.S Abolarin & M. Zakariya (2005): ‘Partial     Replacement of Ordinary Portland Cement (OPC)with Bambara     Groundnut Shell Ash (BGSA) in Concrete. Leonard Electronic Journal of     Practices and Technologies. Issues 6, pp. 43 – 48, January – June 2005. Aribisala, O.J & Bamisaye, A.J (2006): ‘Via ... Continue reading---