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 |