声明
致谢
变量注释表
1 绪论
1.1 选题背景与研究意义(Research Background and Significance)
1.2 文献综述(Literature Review)
1.3 研究内容和方法(Methodology and Technical route)
1.4 创新点(Innovation Points)
2 复合边坡形成特点及破坏机理
2.1 复合边坡的形成机理及特点( Formation Mechanism and Characteristics of Composite Slope)
2.2 复合边坡破坏机理及几何特征( Failure Mechanism and Geometrical Characteristics of Composite Slope)
2.3 排土位置与复合斜坡关键几何参数的几何关系(Geometrical Relationship between Dump Position and Composite Slope Key Geometrical Parameters)
2.4 本章小结(Summary)
3 露天矿复合边坡变形机理及应力分布
3.1 复合边坡二维应力状态及滑移线分析( Two Dimensional Stress State and Slip Lines Analysis for Composite Slope)
3.2 基于弹性理论的无限条上三角形加载(Triangular Loading on an Infinite Strip Based on the Theory of Elasticity)
3.3 在半无限大空间中排土场的应力( Stresses Due to Waste Dump Loading in a Semi-Infinite Mass)
3.4 倾倒位置对复合边坡应力场的影响( Effect of the Dump Position on the Stress Field of Composite Slope)
3.5 露天开采中渐进加载引起的变形机制( Deformation Mechanisms Due to Progressive Loading in Surface Mining)
3.6 露天矿几何参数的应力分布规律(Stress Distribution Rule of Surface Mines Geometrical Parameters)
3.7 加载表面下的应力变化规律(Stress Variation Rule Beneath a Loaded Surface)
3.8 本章小结(Summary)
4 复合边坡几何参数的影响
4.1 露天矿边坡倾角对复合边坡稳定性的影响(Effect of Surface Mines Slope Angle on the Stability of Composite Slope)
4.2 露天矿边坡高度对复合边坡稳定性的影响(Effect of Surface Mines Slope Height on the Stability of Composite Slope)
4.3 露天矿排土场高度对复合边坡稳定性的影响 (Effect of Surface mines Waste Dump Height on composite slope Stability)
4.4 露天矿排土位置对复合边坡稳定性的影响(Effect of Surface Mines Waste Dump Position on Composite Slope Stability)
4.5 露天矿排土场角度对复合边坡稳定性的影响( Effect of Surface Mines Waste Dump Angle on Composite Slope Stability)
4.6 本章小结(Summary)
5 复合边坡几何参数耦合效应研究
5.1 露天矿几何参数与复合边坡稳定性的耦合作用( Coupling Effect between Surface Mines Geometrical Parameters on Composite Slope Stability)
5.2 排土场几何参数与复合边坡稳定性的耦合作用( Coupling Effect between Waste Dump Geometrical Parameters on Composite Slope Stability)
5.3 排土高度与露天矿几何参数的耦合效应( Coupling Effect between Dump Height and Surface Mines Geometrical Parameters)
5.4 排土场位置与复合边坡几何参数的耦合效应分析(Coupling Effect of Dump Position and Dump Geometrical Parameters on Composite Slope)
5.5 排土位置与露天矿几何参数对复合边坡的耦合作用( Coupling Effect of Dump Position and Surface Mines Geometrical Parameters on Composite)
5.6 计算复合边坡稳定性的一般性表述(General Expression for Computing the Stability of a Composite Slope)
5.7 本章小结(Summary)
6 大唐软岩复合边坡变形机制及稳定条件
6.1 胜利露天矿工程地质特征及水文地质条件( Engineering Geology and Hydrogeological condition of Shengli Surface Coal Mine)
6.2 弱层变形机理和滑坡模式( Deformation Mechanism and Landslide Model of Weak Layer)
6.3 近水平矿床沿帮外排位置对边坡稳定性的影响分析(Influence of Outer Dump Position on Slope Stability of Near Horizontal Deposit)
6.4 胜利东 2 号露天矿复合边坡失稳分析( Composite Slope Stability Analysis of Shengli No. 2 Surface Coal mine)
6.5 本章小结(Summary)
7 结论和建议
7.1 结论(Conclusion)
7.2 建议(Recommendations)
参考文献
作者简介
学位论文数据集