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重载汽车行驶下班吉—贝洛科路面稳定性研究

Abstract第4-6页
摘要第7-13页
Chapter 1 Introduction第13-26页
    1.1 Background, Purpose and Significance第13-16页
        1.1.1 Background第13-15页
        1.1.2 Purpose and Significance第15-16页
    1.2 Presentation of Study Object and its environment第16-20页
        1.2.1 Presentation of the Roads: Bangui -Beloko Road第16-19页
        1.2.2 Presentation of the environment第19-20页
        1.2.3 Data Sources第20页
    1.3 Methods, Main contents and scope of Research第20-25页
        1.3.1 Research Methods第20-22页
        1.3.2 Main contents and scope of Research第22-25页
    1.4 Summary第25-26页
Chapter 2 Climate Variation and Traffic Loads Analysis第26-41页
    2.1 Introduction第26-27页
    2.2 Analysis of climate variation第27-36页
        2.2.1 Presentation of climate regions第27-29页
        2.2.2 Analysis of 10 years of Rainfall第29-31页
        2.2.3 Other Climate Parameters第31-36页
    2.3 Analysis of Traffic Loads第36-39页
        2.3.1 Contact Pressure and Wheel Load第36-37页
        2.3.2 Moving Loads第37页
        2.3.3 Repetition of Loads第37-39页
        2.3.4 Axle Configuration第39页
    2.4 Conclusion第39-41页
Chapter 3 Flexible Pavement Structures analysis第41-55页
    3.1 Introduction第41页
    3.2 Generalities on the Flexible Pavement第41-44页
        3.2.1 Flexible Pavement Structures第42-43页
        3.2.2 Mechanical Operation of Flexible Pavement第43-44页
    3.3 Climate Effects on the Flexible Pavement Performance第44-49页
        3.3.1 Water Effects on Pavement Performance第45-47页
        3.3.2 Temperature Effects on Pavement Performance第47-49页
    3.4 Loads Impacts on the Flexible Pavement Performance第49-53页
        3.4.1 Loading of the Pavement第49-51页
        3.4.2 General Observations on Load Equivalency Factors第51-52页
        3.4.3 Summary Statistic of Traffic Load on the Bangui -Beloko Road第52-53页
    3.5 Conclusion第53-55页
Chapter 4 Flexible Pavement Performance Analysis第55-70页
    4.1 Introduction第55页
    4.2 Procedures and Results Description第55-65页
        4.2.1 Procedures Description第55-57页
        4.2.2 Results Presentation第57-60页
        4.2.3 Results Analysis第60-65页
    4.3 Calibration for Flexible Pavement Structure Performance第65-69页
        4.3.1 The Need for Calibration第65-66页
        4.3.2 The Effects of the Poisson's Ratio第66页
        4.3.3 The Effect of Traffic Loading第66-67页
        4.3.4 Relative Fatigue Life第67-69页
    4.4 Conclusion第69-70页
Conclusion第70-73页
References第73-84页
Acknowledgement第84页

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