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compatibility of ultra high performance concrete as repair material

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Table <strong>of</strong> ContentsList <strong>of</strong> Figures .................................................................................................................... viList <strong>of</strong> Tables ................................................................................................................... viiiAcknowledgments............................................................................................................... xList <strong>of</strong> Abbreviations ......................................................................................................... xiAbstract ............................................................................................................................. xii1 Introduction and Motivation ........................................................................................ 11.1 Scope .................................................................................................................... 11.2 Thesis Organization .............................................................................................. 22 Background and Literature Review ............................................................................. 32.1 Ultra High Performance Concrete (UHPC) ......................................................... 32.1.1 Primary Constitutes ....................................................................................... 52.1.2 Approximate Dosage .................................................................................... 62.1.3 Material Properties ........................................................................................ 92.2 Rehabilitation <strong>of</strong> Concrete Structures ................................................................ 162.2.1 Causes <strong>of</strong> Concrete Deterioration ............................................................... 172.2.2 Compatibility between Repair Material and Concrete Substrate ................ 172.2.3 Common Repair Materials .......................................................................... 202.2.4 Rehabilitations <strong>of</strong> Concrete Structures using UHPC .................................. 222.3 Factors that affecting the Bond Strength ............................................................ 262.3.1 Tests Methods to evaluate Bond Strength .................................................. 272.3.2 Surface Preparation ..................................................................................... 282.3.3 Failure Envelope <strong>of</strong> the Bond Interface ...................................................... 302.3.4 Bond between two <strong>concrete</strong> <strong>material</strong>s ........................................................ 352.4 Summary ............................................................................................................ 363 Methodology ............................................................................................................. 383.1 Tests ................................................................................................................... 393.1.1 Combination <strong>of</strong> Splitting Tensile Test with Freeze-Thaw Cycles .............. 39iii

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