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半柔性材料抗裂性能评价与改善措施的研究

摘要第5-7页
Abstract第7-9页
CHAPTER 1 INTRODUCTION第13-22页
    1.0 INTRODUCTION第13-14页
    1.1 BACKGROUND TO THE RESEARCH第14-15页
    1.2 RESEARCH SIGNIFICANCE第15-16页
    1.3 THE CURRENT STATE OF WORK ON SEMI-FLEXIBLE PAVEMENT MATERIALS第16-20页
        1.3.1 The current state of work on SFP materials in foreign countries第16-19页
        1.3.2 The current state of work on SFP materials in China第19-20页
    1.4 ORGANIZATION OF THESIS第20-21页
    1.5 CONCLUSION第21-22页
CHAPTER 2 THE STRUCTURAL COMPOSITION AND THEORETICAL PERFORMANCE OF THE SEMI-FLEXIBLE PAVEMENT MATERIAL第22-46页
    2.0 INTRODUCTION第22页
    2.1 THE STRUCTURAL COMPOSITION OF THE SEMI-FLEXIBLE PAVEMENT MATERIAL第22-30页
    2.2 FACTORS AFFECTING THE PERFORMANCE STRENGTH OF THE SEMI-FLEXIBLE PAVEMENT MATERIAL第30-35页
        2.2.1 Nature and properties of the raw materials第30-31页
        2.2.2 The testing condition第31-32页
        2.2.3 Cementitious grout第32-35页
    2.3 CRACKING FORMATION MECHANISM OF SEMI-FLEXIBLE PAVEMENT MATERIAL第35-42页
        2.3.1 Crack propagation in the SFP materials第35-36页
        2.3.2 Types of cracks propagation in the SFP materials第36-38页
        2.3.3 Macro cracking mechanism of the SFP material第38-39页
        2.3.4 Micro cracking mechanism of the SFP material第39-42页
    2.4 FACTORS INFLUENCING THE CRACKING OF THE SFP MATERIALS第42-46页
        2.4.1 SFP pavement material composition第42页
        2.4.2 Pavement structures第42-44页
        2.4.3 Environmental problems第44页
        2.4.4 Traffic loads第44-46页
CHAPTER 3 DESIGN OF THE HIGH PERFUSION CEMENTITIOUS GROUT第46-71页
    3.0 INTRODUCTION第46页
    3.1 PERFORMANCE REQUIREMENTS OF THE CEMENTITIOUS GROUT第46-53页
        3.1.1 The performance of cement-based grouting material requirements第49-50页
        3.1.2 Method of experiment (testing on Cement grout)第50-53页
    3.2 PREPARATION OF CEMENT GROUT MIXTURE第53-55页
        3.2.1 Selection of raw materials第53-55页
    3.3 DESIGN OF THE HIGH PERFORMANCE CEMENTITIOUS GROUT MIXTURES第55-66页
        3.3.1 The performance indicators of the ordinary Portland cement grout第56-63页
        3.3.2 Method of experiment in producing the cementitious grout第63-66页
    3.4 POROUS ASPHALT MIXTURE DESIGN第66-70页
        3.4.1 Grading design theory第66-67页
        3.4.2 Gradation blending method第67-68页
        3.4.3 Volume filling method第68-70页
    3.5 CONCLUSION第70-71页
CHAPTER 4 EVALUATION OF ADDITIVES EFFECT ON THE MECHANICAL PERFORMANCE OF THE SEMI-FLEXIBLE PAVEMENT MATERIAL第71-84页
    4.0 INTRODUCTION第71页
    4.1 EVALUATION OF ADMIXTURE AND OR ADDITIVES EFFECT ON THE PERFORMANCE OF THE CEMENTITIOUS GROUT第71-75页
        4.1.1 Fly ash performance第72-73页
        4.1.2 Emulsified asphalt performance第73-74页
        4.1.3 Carboxylic styrene-butadiene latex (Latex) performance第74-75页
    4.2 ADMIXTURES EFFECT ON VOLUME STABILITY OF GROUTS第75-77页
    4.3 EVALUATION OF ADMIXTURE AND OR ADDITIVES EFFECT ON THE PERFORMANCE OF THE POROUS ASPHALT MIXTURES第77-82页
        4.3.1 Analysis of the performance of the cementitious grout types on the different porous asphalt mixtures第78-79页
        4.3.2 Evaluation of admixture performance by type of test第79-82页
    4.4 THE TENSILE STRENGTH PERFORMANCE OF THE PERFUSED HIGHLY POROUS ASPHALT MIXTURE第82-83页
    4.5 CONCLUSION第83-84页
CHAPTER 5 SEMI-FLEXIBLE PAVEMENT MATERIAL CRACKING EVALUATION.第84-95页
    5.0 INTRODUCTION第84页
    5.1 CRACK PROPAGATION SIMULATION OF THE SEMI-FLEXIBLE PAVEMENT MATERIAL第84-88页
        5.1.1 The Cracking phenomenon of SFP material第84-85页
        5.1.2 Cohesive Zone Model Concept第85-86页
        5.1.3 Determination of input parameters第86-88页
    5.2 SPECIMEN PREPARATION AND TEST CONTROLS PROCEDURE第88-90页
    5.3 CRACK PROPAGATION DETERMINATION第90-93页
    5.4 DESIGN GUIDELINE FOR IMPROVED CRACK RESISTANT CEMENTITIOUS GROUT第93-94页
    5.5 CONCLUSION第94-95页
CONCLUSION AND RECOMMENDATIONS第95-97页
    1. CONCLUSION第95-96页
    2. RECOMMENDATIONS第96-97页
结论与推荐/建议第97-99页
    一、结论第97页
    二、建议第97-99页
Reference第99-102页
攻读硕士学位期间取得的研究成果第102-104页
ACKNOWLEDEMENTS第104-105页
附件第105页

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