机场水泥道面加铺层的沥青混合料设计研究

论文摘要

叙利亚绝大多数的机场路面都是坚硬的硅酸盐水泥混凝土,在最近几年里这些机场(跑道,滑行道…)都面临着翻新的需要,一方面是由于本身已达到了设计寿命,另一方面是由于新增的降落飞机总重。这一研究将尝试引入中国在翻新机场路面时所采用的添加新的柔性层(柔性盖层)的技术,并且将以哈尔滨国际机场为例讨论这一方法。这一研究将着重于现有硅酸盐水泥混凝土路面上热拌沥青(HMA)盖层的设计。首先,论文将讨论机场路面表层的常见破损(结构性的,功能性的)及其原因。这一研究还将对现有的硅酸盐水泥混凝土机场路面进行结构及功能评估,然后依照美国联邦航空局的标准设计出一种在硅酸盐水泥混凝土路面上敷设热拌沥青盖层的方法,此外还将展现出哈尔滨国际机场的路面评估效果以及现有硅酸盐路面所存在的各类问题的原因。此外,本文还通过分析机场路面所采用的热拌沥青的特性以及机场路面与公路路面之间的不同对设计盖层材料时的最优方法进行了细致的讨论。最后,通过查阅哈尔滨国际机场所采用的热拌沥青盖层的设计以及2006年进行调查时所获得的结果来推测沥青玛蹄脂碎石混合料盖层投入使用后4年的情况。

论文目录

• 摘要
• Abstract
• CHAPTER 1 AIRPORTS PAVEMENTTYPES
• 1.1 Flexible Pavement Basics
• 1.1.1 General
• 1.1.2 Basic Structural Elements
• 1.2 Rigid Pavement Basics
• 1.2.1 General
• 1.2.2 Basic Structural Elements
• CHAPTER 2 AIRPORT PAVEMENT PROBLEMS
• 2.1 Pavement LifeAnd Failure
• 2.2 Pavement Distresses
• 2.3 Flexible Pavement Distresses
• 2.3.1 AlligatorCracking
• 2.3.2 Bleeding
• 2.3.3 Block Cracking
• 2.3.4 Corrugation
• 2.3.5 Depression
• 2.3.6 Jet-Blast Erosion
• 2.3.7 Joint Reflection Cracking From PCC
• 2.3.8 Longitudinal and Transverse Cracking （Non-PCC Joint Reflective）
• 2.3.9 Oil Spillage
• 2.3.10 Patching and Utility Cut Patch
• 2.3.11 PolishedAggregate
• 2.3.12 Raveling and Weathering.
• 2.3.13 Rutting
• 2.3.14 Shoving
• 2.3.15 Slippage Cracking
• 2.3.16 Swell Distress
• 2.4 Rigid Pavement Distresses
• 2.4.1 Blowup
• 2.4.2 CornerBreak
• 2.4.3 Longitudinal,Transverse, and Diagonal Cracks
• 2.4.4 Durability Cracking
• 2.4.5 Joint Seal Damage
• 2.4.6 Patch, Small （less than 5 ft2）
• 2.4.7 Patch, Large （over 5 ft2）
• 2.4.8 Popouts
• 2.4.9 Pumping
• 2.4.10 Scaling, Map Cracking, and Crazing
• 2.4.11 Settlement or Faulting
• 2.4.12 Shattered Slab/Intersecting Cracks
• 2.4.13 Shrinkage Cracks
• 2.4.14 Spalling（Transverse and Longitudinal）
• 2.4.15 Spalling （Corner）
• 2.5 Assessing Pavement Failure
• CHAPTER 3 AIRPORT PAVEMENT EVALUATION AND OVERLAYDESIGN
• 3.1. StructuralAnd Functional Performance
• 3.2. Structural Evaluation
• 3.3. Functional Evaluation
• 3.4. Harbin InternationalAirport PCC Pavement Evaluation
• 3.4.1. Pavement Surface Functional Conditions Investigation
• 3.4.2. Pavement Structural Conditions Investigation
• 3.4.3. Damage ReasonsAnalysis
• 3.4.4. Pavement Evaluation ConclusionsAnd Recommendations
• 3.5. Airport Pavement Overlay Design
• 3.5.1. General
• 3.5.2. Condition Of Existing Pavement
• 3.5.3. Material Selection Considerations
• 3.5.4. Pverlay Design
• 3.5.5. Design Metholodogies
• 3.5.6. Asphalt Institute Method
• 3.5.7. AASHTO Method
• 3.5.8. FederalAviationAdministration Method
• 3.6. Existing Surface Preparation forOverlays
• 3.6.1. Repair
• 3.6.2. Leveling
• CHAPTER 4 HMAMIX DESIGN METHODS
• 4.1 General
• 4.2. Hveem Mix Design Method
• 4.3. Marshall Mix Design Method
• 4.4 Superpave Design Method
• 4.4.1. SuperpaveAggregate Selection
• 4.4.2. Volumetric Mix design
• 4.4.3. Performance Testing
• 4.4.4 Superpave Restricted Zone
• 4.4.5 Research Refutes Restricted Zone
• 4.4.6 Future Research Needs
• 4.4.7.WesTrack
• 4.5.C omparison
• 4.5.1. Merits and Limitations of the Hveem Mix Design Method
• 4.5.2. Merits and Limitations of the Marshall Mix Design Method
• 4.5.3. Merits and Limitations of the Superpave Volumetric Mix Design Method
• CHAPTER 5 HMAMIX FORAIRFIELD PAVEMENT
• 5.1. General
• 5.1.1. Differences BetweenAirport and Highway Pavements
• 5.1.2. CurrentAirfield Specifications
• 5.1.3. Materials Characterization and Selection
• 5.2. Skid Resistance
• 5.2.1. SurfaceTextureAnd Drainage
• 5.2.2. DesignAnd Construction Of Skid-Resistant Pavement
• 5.2.3. Runway Grooving
• 5.2.4. FAASpecifications ForRunway Grooving
• 5.3. Rutting
• 5.4. SMA（ Stone MatrixAsphalt ）
• 5.4.1. Description of StoneMasticAsphalt
• 5.4.2. SMAProperties
• 5.4.3. SMAComposition
• 5.4.4. Advantages and Disadvantages of SMA
• 5.5.T he Overlay Mix Design in Harbin InternationalAirport
• 5.5.1. Binder Design
• 5.5.2. Aggregates
• 5.5.3. Another
• 5.5.4. Asphalt Mixture Design
• 5.6.H arbin Taiping International Airport Overlay Performance Observation
• 5.6.1 Investigation Results
• 5.6.2 InvestigationConclusion
• CONCLUSION
• REFERENCES
• Acknowledgement