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 研究背景及意义(Background and Significance of the Research)
1.2 国内外研究现状 (Research Works at Home and Abroad)
1.3 研究内容(Research Contents)
1.4 研究方案(Research Programs)
2 试验材料
2.1 注浆材料选择及性能研究 (Grouting Material Selected and the Performance)
2.2 模拟岩体裂隙材料选择及可行性分析(Materials Simulated Rock Fracture and Performance Analysis)
2.3 本章小结(Summary)
3 裂隙动水注浆封堵效果及影响因素试验研究
3.1 单裂隙动水注浆试验平台建立( Experimental Platform for Grouting in a Fracture with Flowing Water)
3.2 试验方案设计与因素水平确定(Experiment Scheme and Factor Levels)
3.3 光滑平直裂隙动水注浆堵水效应分析(Analysis of Sealing Effect of Grouting in a Fracture with Flowing Water)
3.4 影响堵水效果因素分析(Analysis of Influence Factors for Sealing Effect)
3.5 充填及非平直裂隙动水注浆堵水效应及影响因素分析 (Sealing Effect and Influencing Factors Analysis of Grouting in a Filled Fracture and Non-flat Fractures with Flowing Water)
3.6 本章小结(Summary)
4 裂隙动水注浆扩散模型及理论研究
4.1 裂隙注浆及动水注浆理论基础(Theoretical Foundation of Grouting into Fractures and with Flowing Water)
4.2 裂隙动水注浆浆液扩散规律及留存封堵过程(Diffusion Rule and Sealing Process of Grouting in a Fracture)
4.3 注浆压力及裂隙渗流压力变化规律(Changing Law of Grouting Pressure and Seepage Pressure)
4.4 裂隙动水注浆粘时变浆液扩散模型及机理分析(Research of Diffusion Model and Theory with Time-dependent Viscosity Grouting in a Fracture with Flowing Water)
4.5 基于宾汉姆流体粘时变浆液动水裂隙扩散数学模型(Mathematical Model Based on the Bingham Fluid with Time-dependent Viscosity Grout Spreading in a Fracture with Flowing Water)
4.6 本章小结(Summary)
5 裂隙动水注浆粘时变浆液留存封堵机理与封堵判据
5.1 基于浆液时变固化特性的动水裂隙注浆留存封堵机理(Sealing Mechanism and Process of Solidified Grout)
5.2 粘时变浆液裂隙动水注浆留存封堵原则及条件( Sealing Criterion of Time-dependent Viscosity Grout in a Fracture)
5.3 脲醛树脂浆液裂隙注浆堵水判据及数学表达( Sealing Criterion and Mathematical Expression)
5.4 本章小结(Summary)
6 裂隙溃砂注浆治理模拟试验初探
6.1 概述(Overview)
6.2 试验平台建立及方案设计( Experimental Platform and Programs)
6.3 微倾裂隙溃砂注浆封堵效果及影响因素( Sealing Effect and Influencing Factors of Grouting for Controlling Sand Inrush in a Tilting Fracture)
6.4 本章小结(Summary)
7 结论与展望
7.1 主要结论(Conclusions)
7.2 展望(Outlooks)
参考文献
作者简历
学位论文数据集