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基于多尺度仿真与试验的沥青路面钻孔填补成型与变形特性研究

Abstract第4页
Chapter 1 Introduction第7-17页
    1.1 . Background and Significance第7页
    1.2 . Literature Review第7-12页
    1.3 . Problem Statement第12-13页
    1.4 . Objectives, Scopes and Methodology第13-17页
Chapter 2. Simulation of Asphalt Pavement Drilling Hole Backfill Compaction第17-49页
    2.1 PFC3D and FLAC3D Coupled Mechanism第17-21页
    2.2 Drilling Hole Backfill Numerical Model to Simulate Static Compaction Process第21-29页
        2.2.1 Geometry Model and Materials Parameters第22-25页
        2.2.2 Results and Analysis第25-29页
    2.3 Simulation of Drilling hole Backfill Dynamic Compaction Process第29-47页
        2.3.1 Geometry Model第30-32页
        2.3.2 Constitutive model and Materials Parameters第32-34页
        2.3.3 Particle Shape of Aggregate from 3D Scanner to PFC3D第34-37页
        2.3.4 Particle Filled第37-39页
        2.3.5 Gravity Compaction and Dynamic Compaction Process第39-42页
        2.3.6 Dynamic Compaction and Results Analysis第42-47页
    2.4 Summary and Conclusion第47-49页
Chapter 3. Gradation Design and Compaction Equipment Development第49-66页
    3.1 Gradation Design and optimization第49-58页
    3.2 Compaction Equipment Development第58-60页
    3.3 Compaction Experiments and Results Analysis第60-65页
    3.4 Summary and Conclusion第65-66页
Chapter 4. Materials Composition Design and Feature of Deformation Analysis第66-85页
    4.1 Composition Characteristics of Cement-Emulsified Asphalt Mixture第66-69页
    4.2 Materials Composition and Design第69-81页
        4.2.1 Optimum Moisture Content第70-72页
        4.2.2 Different Types of Emulsified Asphalt第72-75页
        4.2.3 Cement Content and Mixing第75-78页
        4.2.4 Optimum Proportion of Asphalt第78-81页
    4.3 Deformation Feature Test第81-84页
    4.4 Summary and Conclusion第84-85页
Conclusions第85-87页
Reference第87-90页
Research Results during the Master Degree第90-92页
Acknowledgement第92页

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