Grouted Macadam: Material Characterisation for Pavement Design

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Thanks are also due to technical and secretarial staff of the Nottingham Centre for Pavement Engineering and the School of Civil Engineering, namely Barry Brodrick, Andy Leyko and Chris Fox, for their assistance in any equipment related issues, and Mick, Neil, Richard, Mike, Lawrence and Jon for their valuable assistance regarding specimen preparation and experimental works. I would also like to thank my friends at the research office, in no particular order, Joe, Riccardo, York, Hasan, Mujib, Wahab, Sami, Young, Ted, Muslich, Pic, Nono, Phil, and James with whom I have had many enjoyable times. Finally, I would like to thank my wife Carla for her love, constant encouragement, sacrifice, support and understanding throughout the period of this project. I cannot forget also all members of my family who supported me since the first moment. iii
LIST OF CONTENTS Abstract i Acknowledgements ii List of Contents iv List of Figures viii List of Tables xvi 1 Introduction 1 1.1 Background 1 1.2 Research aims 3 1.3 Thesis outline 4 2 Review of “Traditional” Road Pavement Types and Design 6 2.1 Introduction 6 2.2 “Traditional” road pavement types 7 2.2.1 Flexible Pavements 9 2.2.2 Rigid Pavements 16 2.2.3 Semi-rigid Pavements 20 2.3 Design of Pavements 28 2.4 Summary 38 3 Review of Grouted Macadams 39 3.1 Introduction 39 3.2 Application fields 40 3.3 Constitution of grouted macadams 40 3.4 Properties of grouted macadams 42 3.4.1 The influence of material characteristics 47 3.4.1.1 Aggregate 47 3.4.1.2 Binder 52 3.4.1.3 Grout 55 iv
Page 1 and 2: GROUTED MACADAM - MATERIAL CHARACTE
Page 3: ACKNOWLEDGEMENTS The present projec
Page 7 and 8: List of Contents 6 Grouted Macadams
Page 9 and 10: LIST OF FIGURES List of Contents Fi
Page 11 and 12: List of Contents Figure 4.2 - Grout
Page 13 and 14: List of Contents Figure 6.32 - Crac
Page 15 and 16: List of Contents Figure 8.12 - Infl
Page 17 and 18: LIST OF TABLES List of Contents Tab
Page 19 and 20: 1 INTRODUCTION 1.1 Background Road
Page 21 and 22: Chapter 1 Introduction These facts
Page 23 and 24: Chapter 1 Introduction is discussed
Page 25 and 26: Chapter 2 Review of “Traditional
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Chapter 2 Review of “Traditional
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3 REVIEW OF GROUTED MACADAMS 3.1 In
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Chapter 3 Review of Grouted Macadam
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4 DEVELOPMENT OF FOUR-POINT BENDING
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Chapter 4 Development of Four-Point
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5 BASIC CHARACTERISATION OF THE MAT
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Chapter 5 Basic Characterisation of
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6 GROUTED MACADAMS MIX DESIGN STUDY
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Chapter 6 Grouted Macadams Mix Desi
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7 DETERIORATION OF HALF-SCALE PAVEM
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Chapter 7 Deterioration of Half-Sca
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8 DEVELOPMENT OF DESIGN METHOD FOR
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Chapter 8 Development of Design Met
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9 CONCLUSIONS AND RECOMMENDATIONS I
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Chapter 9 Conclusions and Recommend
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References Brown, S. F. and Brodric
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References Di Benedetto, H., De La
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References Osman, S. A., (2004). Th
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References van de Ven, M. F. C. and
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APPENDICES Appendix A: Engineering
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Stiffness (MPa) 25000 20000 15000 1
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Stiffness (MPa) 12000 11000 10000 9
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Stiffness (MPa) 10000 9500 9000 850
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Stiffness (MPa) 8500 8000 7500 7000
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Stiffness (MPa) 10000 9000 8000 700
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Fatigue life of the studied mixture
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Mixture Specimen Slab 05-0296 PTF -
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Stiffness Modulus of DBM 50 and sta
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Grouted Macadam: Material Characterisation for Pavement Design

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