• THE EFFECT OF ADMIXTURES ON PROPERTIES OF CO`NCRETE
    [CASE STUDIES OF SUGAR, COW BONE ASH, GROUDNUT SHELL ASH, AND LIME STONE POWDER]


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    • 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 sourced along Sobi road, Akerebiata area, Ilorin East local government area and the groundnut shell was ... 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 Result of 5% Cow Bone Ash Concrete  Table 4.10:  Compressive Strength Test Result of 10%  Cow Bo ... 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: The Average compressive strength of CBA-concrete at various percentages for 14 and 28days of curing. F ... 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 in Practice  2.2    Types of Admixtures 2.3     Selected Agent 2.4     Material for con ... 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 knowledge at international conferences in many countries and worldwide exchange of technical paper, upgr ... 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 and synthetic detergents which promote the formation of air bubbles during mixing or by using gas-prod ... Continue Reading

         

      CHAPTER THREE - [ Total Page(s): 8 ]CHAPTER THREE3.0     PROJECT METHODOLOGY     For successful accomplishment of the aims and objectives of this project the following methods are applied.i.    Market survey for the most commonly used cement was carried out and it was found that elephant and dangote cement are the most commonly used in the locality due to their availability in the market all time.ii.    Text books, internet and some experienced practicing engineer are consulted in order to obtain relevant and detailed information on the subject matter of this project.iii.    Selection of the used agent is done and ... 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 than that of normal concrete.         LP-concrete has higher slump value(52,48 and 44mm for ... 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): ‘Viability of Bone Powder as Partial     Replacement for Cement in Concrete’ Botswana Journal ... Continue Reading