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Investigation of Properties of Concrete Containing Recycled Concrete Coarse Aggregate and Waste Glass Powder

 

Table Of Contents


<p>          <b>  TABLE OF CONTENTS </b>DECLARATION............................................................................................iii</p><p>&nbsp;ACKNOWLEDGEMENT..............................................................................iv</p><p>&nbsp;ABSTRACT..................................................................................................vi&nbsp;</p><p>LIST OF TABLES.........................................................................................x&nbsp;</p><p>LIST OF FIGURES .....................................................................................xi</p><p>&nbsp;ABBREVIATIONS.......................................................................................xii</p><p><b>

Chapter ONE

---------------------------------------------------------------------------1</b>&nbsp;</p><p>1. INTRODUCTION.....................................................................................1&nbsp;</p><p>1.1 Background..........................................................................................1&nbsp;</p><p>1.2 Statement of the problem......................................................................3&nbsp;</p><p>1.3 Research Questions.............................................................................3&nbsp;</p><p>1.4 Objective of Research ........................................................................4&nbsp;</p><p>1.4.1 General Objective .............................................................................4&nbsp;</p><p>1.4.2 Specific Objectives ............................................................................4&nbsp;</p><p>1.5 The significance of the Research ........................................................4&nbsp;</p><p>1.6 The scope of the Research ...................................................................5&nbsp;</p><p>1.7 Limitation of the Study ............................................................,.............5&nbsp;</p><p>1.8 Outline of the Thesis...........................................................................................................5&nbsp;</p><p><b>

Chapter TWO

...........................................................................................6</b><br></p><p>2. LITERATURE REVIEW....................................................................................................6&nbsp;</p><p>2.2 Why Recycled Concrete Aggregate? ...............................................6&nbsp;</p><p>2.3 Recycling Procedures for Recycled Aggregate................................7&nbsp;</p><p>2.4 Environmental Problems of Construction and Demolition Wastes .......................................-.9&nbsp;</p><p>2.5 Properties of Recycled Concrete Aggregate ...................................9&nbsp;</p><p>2.5.1 Physical Properties of Recycled Concrete Aggregate.......................9&nbsp;</p><p>2.5.2 Chemical Properties of Recycled Concrete Aggregate ..................10&nbsp;</p><p>2.6 Properties of Recycled Aggregate Concrete .................................11&nbsp;</p><p>2.6.1 Fresh Properties of Recycled Aggregate Concrete ........................11&nbsp;</p><p>2.6.2 Hardened Properties of Recycled Aggregate Concrete..................12&nbsp;</p><p>2.7 The Practice of Using Recycled Aggregate in Selected Countries.........-....................................................................................19&nbsp;</p><p>2.8.1 Introduction................................................................................................19&nbsp;</p><p>2.9 Why is recycling Waste Glass needed? .............................................19&nbsp;</p><p>2.10 Problem encountered during Recycling of Waste Glass.....................20</p><p>&nbsp;2.11 Properties of Waste Glass Powder.................................................20&nbsp;</p><p>2.11.1 Physical Properties of Waste Glass Powder...............................20&nbsp;</p><p>2.11.2 Chemical Properties of Waste Glass Powder................................21&nbsp;</p><p>Materials.................................................................................................21&nbsp;</p><p>2.13 Waste Glass Powder (WGP) as Pozzolanic Material......................22&nbsp;</p><p>2.14 Properties of Concrete Containing Recycled Aggregate and Waste Glass Powder..................................................................................22&nbsp;</p><p>2.14.1 Effects of Waste Glass Powder on Fresh Properties RAC............22&nbsp;</p><p>2.14.2 Effects of Waste Glass Powder on Hardened Properties of RAC...............................................................................................23&nbsp;</p><p>2.15 The practice of Recycling Glass Waste in Some Selected Countries........................................................................................23&nbsp;</p><p>2.16 Environmental Problems of Waste Glass.....................................28&nbsp;</p><p><b>

Chapter THREE

....................................................................................29</b><br></p><p>3. METHODOLOGY ...............................................................................29</p><p>&nbsp;3.1 Introduction.........................................................................................29&nbsp;</p><p>3.2 Formulation of Combination Method ................................................29&nbsp;</p><p>3.3 Experimental Setup............................................................................30&nbsp;</p><p>3.4 Material Preparation and Testing Methods.....................................31&nbsp;</p><p>3.4.1 Material Preparation and Tests ........................................................31&nbsp;</p><p>3.4.2 Chemical Test .......................................................................32&nbsp;</p><p>3.5 Mix Proportion of Concrete Mixes......................................................32&nbsp;</p><p>3.6 Concrete Casting and Curing ...........................................................32&nbsp;</p><p>3.7 Compressive Strength Testing ...........................................................32&nbsp;</p><p>3.8 Method of Data Analysis of test results........................................32&nbsp;</p><p>3.9 Conclusion and Future Recommendation .......................................33</p><p><b></b>&nbsp;<b>

Chapter FOUR

..................................................................................35</b></p><p>4. EXPERIMENTAL WORK...................................................................34&nbsp;</p><p>4.1 Physical Properties of Recycled Concrete Aggregate........................34&nbsp;</p><p>4.2 Physical Properties of Natural Coarse and Fine Aggregates ............36&nbsp;</p><p>4.3 Waste Glass Powder .......................................................................40&nbsp;</p><p>4.3.1 Preparation of Waste Glass Powder.............................................40&nbsp;</p><p>4.3.2 Chemical Properties........................................................................41&nbsp;</p><p>4.4 Mix Proportioning of Different Concrete Mixes .................................43&nbsp;</p><p><b>

Chapter FIVE

.......................................................................................44</b><br></p><p>5. RESULTS AND DISCUSSIONS...........................................................44&nbsp;</p><p>5.1 Workability of Concrete Mixes Containing RCA and WGP .................44&nbsp;</p><p>5.2 Hardened Properties (Compressive Strength) of Concrete Containing RCA and WGP.................................................................................48&nbsp;</p><p>5.3 Statistical Analysis.......................................................................54&nbsp;</p><p>5.3.1 Factorial ANOVA............................................................................55&nbsp;</p><p>5.3.2 Hypothesis Formulation and Testing of Factorial ANOVA ...............55&nbsp;</p><p>5.3.3 Analysis of Main Effect and Interaction Effect for Compressive Strength .............................................................................................56&nbsp;</p><p>5.3.4 Post-hoc Test...................................................................................60&nbsp;</p><p>5.4 Cost Analysis............................................................................................61&nbsp;</p><p><b>CHAPTER SIX.....................................................................................66</b><br></p><p>6. CONCLUSIONS AND RECOMMENDATIONS.....................................66&nbsp;</p><p>6.1 Conclusion ..........................................................................................66&nbsp;</p><p>6.2 Recommendation ......................................................................67&nbsp;</p><p>6.3 Further Study Areas..............................................................................68</p><p>&nbsp;REFERENCES........................................................................................69&nbsp;</p><p>&nbsp;APPENDICES.........................................................................................74&nbsp;</p><p><br></p>

Thesis Abstract

<p>&nbsp;             <b>ABSTRACT&nbsp;</b></p><p>The construction industry in Ethiopian is booming with a resulting increase in requirement of concrete as an input. Aggregate is the main constituent of concrete covering 60-75% of its volume. Accordingly, the demand of Natural Aggregate (NA) is increasing. Hence, an increasing in cost and shortage occur. On the other hand, the industry is also faced by the demolition wastes due to deterioration, reconstruction and crushed test samples at the laboratory. The issue is not limited to construction and demolition (C&amp;D) waste but it also includes non-degradable wastes originating from materials like glass. This results in an increasing stockpiling and deposition with land filling which affects the environment. In this study, recycled concrete aggregate (RCA) produced from demolished concrete structures and waste glass powder (WGP) sourced from end-life and broken glass containers and bottles are used for fresh concrete production. A detailed experimental analysis is conducted to assess the workability and compressive strength of recycled aggregate concrete (RAC) made with partial replacement of natural aggregate (NA) and cement by recycled concrete aggregate (RCA) and Waste Glass Powder (WGP) respectively. A concrete mix with a specified compressive strength of 25MPa have been prepared with 0%, 25%, 50%, and 75% replacement of NA by RCA and 0%, 10% and 20% replacement of cement by WGP in each RAC mixes. Here, concrete made with 0% RCA and 0%WGP is a control mix whereas RAC made with different RCA proportion and 0%WGP acts as counterpart RAC mix to investigate the effects of WGP. The RAC cubes are cured in the laboratory setting and the compressive strength measured and recorded at the concrete curing duration of 3rd, 7th, 28th, and 56th days. The result shows that the WGP replaced RAC shows a better workability and compressive strength development than the counterpart RAC mix and comparable with control mix. However, the compressive strength decreases with an increase proportion of RCA and WGP. The study examines the properties of concrete containing RCA and WGP, and its economic benefit towards producing sustainable concrete. The outcome of this research would be assist the growing construction industry to be sustainable thereby reducing waste and conserving natural resources. Key words Recycled Concrete Aggregate (RCA), Recycled Aggregate Concrete (RAC), Waste Glass Powder (WGP), Workability, Compressive Strength <br></p>

Thesis Overview

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