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 问题提出与研究意义(The Raising of Problem and Meaning of Research)
1.2 国内外研究现状(Current Situation of the Research at Home and Abroad)
1.3 存在的问题(Main Problems)
1.4 研究内容及技术路线(Research Contents and Methods)
2 深井层状围岩挠曲褶皱性底鼓机理分析
2.1 层状底板弹性薄板力学模型建立(Mechanical model initialization for elastic thin plate in stratified floor)
2.2 底板岩层极限承载力(Ultimate bearing load in floor rock mass)
2.3 巷道底板岩层失稳的滑移线场(Slip line field for strata instability in floor)
2.4 本章小结(Brief Summary)
3 反拱控底梁临界屈曲及承载性能计算
3.1 两铰圆弧反拱平面屈曲时临界载荷解析(Critical load Resolution for two-ends hinged inverse arch under plane buckling)
3.2 反拱控底梁有限元理论及模型建立(Model initialization and FEM for inverse arch)
3.3 反拱控底梁非线性屈曲稳定性分析(Stability analysis for non-linear buckling in inverse arch)
3.4 本章小结(Brief Summary)
4 深井层状围岩挠曲褶皱性底鼓控制技术
4.1 挠曲褶皱性底鼓控制方法讨论(Discussion for control methods on bending-fold like floor heave)
4.2 反底拱锚固梁对底鼓控制技术(Floor heave control techniques by inverse arch equipped with bolting beam)
4.3 直墙半圆拱 U 型钢封闭支架控底技术(Floor control technology by U-shaped closed steel support)
4.4 层状围岩挠曲褶皱性底鼓控制技术模拟(Simulation on control technology for bending-fold like floor heave in stratified rock mass)
4.5 本章小结(Brief Summary)
5 工业性试验
5.1 千米深井孔庄矿马头门区域反底拱锚固梁控制实践(Floor heave control example around ingate area in Kongzhuang Mine by inverse arch equipped with bolting beam)
5.2 潘一东-848 西翼胶带机大巷三联巷底板治理工业性试验(Industrial tests on floor heave control around -848 west conveyor roadway in Panyidong Mine)
5.3 本章小结(Brief Summary)
6 结论
参考文献
作者简历
学位论文数据集