封面
声明
致谢
中文摘要
英文摘要
目录
变量注释表
1 绪论
1.1 问题的提出及研究意义 (Problem Posing and Research Significance)
1.2 国内外研究现状 (Present Research Status at Home and Abroad)
1.3 主要研究内容与技术路线 (Main Research Contents and Technical Route)
2 深埋岩体渗流机制模型试验系统研制及试验方法
2.1 深埋岩体渗流机制模型试验系统研制 (Model Test System Development of Deep Rock Mass Seepage Mechanism)
2.2 深埋岩体渗流模拟相似材料 (Similar Material of Deep Rock Mass Seepage Simulation Test)
2.3 模型试验方法及过程 (Model Test Method and Process)
2.4 本章小结 (Chapter Summary)
3 不同应力状态下深埋均质岩体渗流演化机理
3.1 试验方案 (Testing Program)
3.2 不同水压力下均质岩体渗流演化机理 (Seepage Evolution Mechanism of Homogeneous Rock Mass under Different Hydraulic Pressure)
3.3 不同地应力水平下均质岩体渗流演化机理 (Seepage Evolution Mechanism of Homogeneous Rock Mass under Different Geostress Level)
3.4 本章小结 (Chapter Summary)
4 含单一节理深埋岩体渗流演化机理试验研究
4.1 岩体节理的形成与特征 (Formation and Feature of Rock Mass Joint)
4.2 节理布置与试验方案 (Joint Arrangement and Testing Program)
4.3 不同水压力下单一节理岩体渗流演化机理 (Seepage Evolution Mechanism of Rock Mass containing A Single Joint under Different Hydraulic Pressure)
4.4 不同地应力水平下单一节理岩体渗流演化机理 (Seepage Evolution Mechanism of Rock Mass containing A Single Joint under Different Geostress Level)
4.5 不同侧压力下单一节理岩体渗流演化机理 (Seepage Evolution Mechanism of Rock Mass containing A Single Joint under Different Lateral Pressure)
4.6 本章小结 (Chapter Summary)
5 渗透作用下深埋节理岩体隧道稳定性机制研究
5.1 节理岩体渗流规律数值模拟 (Numerical Simulation on the Seepage Rule of Joint Rock Mass)
5.2 水对围岩体的软化作用 (Softening Effect of Water on Rock Mass)
5.3 考虑渗透及围岩软化的数值计算方法 (Numerical Computation Method considering Permeation and Rock Mass Softening)
5.4 承压水压力对隧道稳定性的影响 (Influence of Hydraulic Pressure on Tunnel Stability)
5.5 保护层厚度对隧道稳定性的影响 (Influence of the Thickness of Protective Layer on Tunnel Stability)
5.6 含水层厚度对隧道稳定性的影响(Influence of the Thickness of Confined Aquifer on Tunnel Stability)
5.7 本章小结 (Chapter Summary)
6 结论与展望 (Conclusions and Suggestions)
6.1 主要结论与创新点 (Main Conclusions and Innovation Points)
6.2 研究展望 (Research Suggests)
参考文献
作者简历
学位论文数据集