声明
致谢
变量注释表
1 绪论
1.1 研究背景及意义(Research Background and Significance)
1.2 国内外研究现状(Research Actualities)
1.3 研究内容与方法(Research Contents and Methods)
2 透水混凝土的力学与渗透性能研究
2.1 透水混凝土原料(Pervious Concrete Material)
2.2 透水混凝土配合比设计( Design of Proportion of Pervious Concrete)
2.3 透水混凝土制备(Preparation of Pervious Concrete)
2.4 透水混凝土力学性能检测( Mechanical Property Testing of Pervious Concrete)
2.5 本章小结(Summary of the Chapter)
3 路面结构层间的界面特性研究
3.1 试验仪器与材料(Test Instruments and Materials)
3.2 试验内容与方案(Test Content and Scheme)
3.3 不同竖向应力对界面抗剪强度的影响(Influence of Different Normal Stresses on the Shear Strength of Interface)
3.4 不同剪切速度对界面抗剪强度的影响(Influence of Different Shear Velocities on the Shear Strength of Interface)
3.5 本章小结(Summary of the Chapter)
4 加筋透水路面结构层渗透特性研究
4.1 路面渗流过程和降雨等级( Pavement Seepage Process and Rainfall Level)
4.2 透水混凝土路面模型建立( Establishment of Permeable Concrete Pavement Model)
4.3 加筋透水路面与普通透水路面渗透性对比分析(Comparative Analysis of Permeability of Reinforced Pervious Pavement and Ordinary Pervious Pavement)
4.4 本章小结(Summary of the Chapter)
5 加筋透水路面结构层力学特性研究
5.1 透水混凝土路面模型建立(Establishment of Pervious Concrete Pavement Model)
5.2 透水路面层间力学性能对比分析( Comparative Analysis of Mechanical Properties between Layers of Pervious Pavement)
5.3 透水路面轴载下力学性能对比分析(Comparative Analysis of Mechanical Properties of Pervious Pavement under Axle Load)
5.4 本章小结(Summary of the Chapter)
6 结论与展望
6.1 主要结论(Main Conclusions)
6.2 展望(Prospect)
参考文献
作者简历
学位论文数据集
中国矿业大学中国矿业大学(江苏);