| 致谢 | 第1-6页 |
| 摘要 | 第6-7页 |
| Abstract | 第7-16页 |
| 1 绪论 | 第16-28页 |
| ·选题的目的和意义(PURPOSE AND SIGNIFICANCE OF SELECTED TOPIC) | 第16-17页 |
| ·高应力软岩巷道的研究现状(INVESTIGATIVE ACTUALITIES OF HIGH STRESS SOFT ROCK TUNNEL) | 第17-22页 |
| ·软岩蠕变机理的研究综述(Investigative summary of creep mechanics in soft 10ck) | 第17-18页 |
| ·软岩蠕变特性的试验研究(Experimental investigation of creep character in Soft rock) | 第18-20页 |
| ·软岩蠕变特性的理论研究(Theoretical investigation of creep character in Soft10ck) | 第20-21页 |
| ·软岩蠕变特性的数值分析(Numerical analysis on creep character in soft rock) | 第21-22页 |
| ·高应力软岩巷道支护技术和理论的研究综述(INVESTIGATIVE SUMMARY OF SUPPORT TECHNOLOGY AND THEORY IN HIGH STRESS SOFT ROCK TUNNEL) | 第22-25页 |
| ·支护理论的研究现状(Investigative actualities of support theory) | 第22-24页 |
| ·支护技术的研究现状(Investigative actualities of support technology) | 第24-25页 |
| ·存在的问题(OPEN QUESTION) | 第25-26页 |
| ·主要研究内容和预期创新点(MAIN RESEARCH CONTENT AND PROSPECTIVE ORIGINALITY INNOVATION) | 第26-28页 |
| 2 试验巷道支护分析（SUPPORT ANALYSIS ON EXPERIMENTAL TUNNEL） | 第28-40页 |
| ·巷道生产地质条件分析(ANALYSIS ON PRODUCTION GEOLOGICAL CONDITION IN TUNNEL) | 第28-30页 |
| ·巷道围岩变形特征(DEFORMATION BEHAVIOUR OF SURROUNDING ROCKS IN TUNNEL) | 第30-33页 |
| ·松动放矸卸压技术的提出(TECHNOLOGY OF LOOSENING STRESS-RELIEF OF GANGUE DROPPING TO PUT FORWARD) | 第33-38页 |
| ·松动放矸卸压与其它支护方式的数值分析方案(Numerical analysis proposal of loosening stress-relief of gangue dropping and other support pattern ) | 第34-35页 |
| ·计算结果及分析(Result and analysis) | 第35-38页 |
| ·本章小结(BRIEF SUMMARY) | 第38-40页 |
| 3 一次有控卸压支护的理论研究(FUNDAMENTAL RESEARCH ON STRESS-RELIEF SUPPORT FOR ONE TIME UNDER CONTROL) | 第40-69页 |
| ·一次有控卸压支护方式的提出(STRESS-RELIEF SUPPORT STYLE FOR ONE TIME UNDER CONTROL TO PUT FORWARD) | 第40-43页 |
| ·卸压对降低软岩蠕变速率的作用(Effect on reducing soft rock creep speed 1ate by stress-relief ) | 第40-41页 |
| ·卸压对软岩强度的弱化作用(Attenuation effect on soft rock intensity by stress-relief) | 第41-42页 |
| ·松动放矸技术的有控卸压支护方式(Stress-relief support under control style of loosening gangue dropping technology) | 第42-43页 |
| ·基于变形能释放的有控卸压机理分析(MECHANISM ANALYSIS OF STRESS--RELIEF UNDER CONTROL BASED ON RELEASE OF DEFORMATION ENERGY) | 第43-46页 |
| ·有控卸压与释放变形能的关系(Relationship between stress-relief under control and release of deformation energy) | 第43-44页 |
| ·有控卸压与直接开挖释放变形能的对比(Comparison between stress-relief under control and release of deformation energy by direct excavation) | 第44-46页 |
| ·有控卸压力学模型的建立(ESTABLISHMENT OF STRESS-RELIEF UNDER CONTROL MECHANICS MODEL) | 第46-49页 |
| ·基本假设(Basic assumptions) | 第47-48页 |
| ·基本方程及边界条件[80-85](Basic equation and boundary conditions) | 第48-49页 |
| ·卸压前弹塑性求解过程(SOLUTION PROCEDURE OF ELASTIC-PLASTICITY BEFORE STRESS-RELIEF) | 第49-53页 |
| ·弹性区(Elastic zone) | 第49-50页 |
| ·塑性区(Plastic zone) | 第50-51页 |
| ·破碎区(Fracture zone) | 第51-52页 |
| ·塑性区和破碎区半径(Radius of plastic zone and fracture zone) | 第52-53页 |
| ·有控卸压计算结果的讨论分析(DISCUSSION AND ANALYSIS OF STRESS-RELIEF UNDER CONTROL COMPUTED RESULTS) | 第53-67页 |
| ·有控卸压对塑性区的影响(Effect on plastic zone by stress-relief under control) | 第53-57页 |
| ·有控卸压对应力分布的影响(Effect on stress distribution by stress-relief under control) | 第57-60页 |
| ·扩容及应变软化对分步卸压时塑性区的影响(Effect on plastic zone of substep stress-relief by flash and strain softening) | 第60-62页 |
| ·塑性区对变形压力的影响(Effect on deforming pressure by plastic zone) | 第62-66页 |
| ·古汉山矿西大巷合理卸压次数(Reasonable stress-relief frequency in west main tunnel in Gu Hanshan colliery) | 第66-67页 |
| ·本章小结(BRIEF SUMMARY) | 第67-69页 |
| 4 一次有控卸压支护的数值计算(NUMERICAL CALCULATION OF ONCE STRESS-RELIEF SUPPORT UNDER CONTROL) | 第69-87页 |
| ·引言(INTRODUCTION) | 第69页 |
| ·模型的建立(MODEL ESTABLISHMENT) | 第69-71页 |
| ·有控卸压对塑性区发展的影响(EFFECT ON DEVELOPMENT OF PLASTIC ZONE BY STRESS-RELIEF UNDER CONTROL) | 第71-74页 |
| ·有控卸压对应力转移效果的影响(EFFECT ON STRESS BRANCH RESULT) | 第74-79页 |
| ·有控卸压对围岩强度弱化的影响(EFFECT ON AVIANIZING THE INTENSITY OF SURROUNDING ROCK BY STRESS-RELIEF UNDER CONTROL) | 第79-82页 |
| ·有控卸压对巷道周边位移的影响(EFFECT ON TUNNEL PERIPHERAL DISPLACEMENT BY STRESS-RELIEF UNDER CONTROL) | 第82-85页 |
| ·本章小结(BRIEF SUMMARY) | 第85-87页 |
| 5 蠕变控制技术的力学分析(MECHANICAL ANALYSIS ON CREEP CONTROL TECHNOLOGY) | 第87-115页 |
| ·蠕变控制的目标(TARGET CONTROLLED BY CREEP) | 第87-88页 |
| ·无二次支护巷道围岩的弹粘塑性分析(ELASTIC-VISCOPLASTY ANALYSIS ON SUPPORTING SURROUNDING ROCKS FOR NO SECONDARY) | 第88-98页 |
| ·粘塑性区位移与粘性系数、时间t 的关系(Relationship between displacement ＆viscosity coefficient and time t in visco-plasticity zone) | 第93-95页 |
| ·粘塑性区应力与时间t、距巷帮距离r 的关系(Relationship between stress＆ time t in visco-plasticity zone and distance to the wall of tunnel r) | 第95-97页 |
| ·弹性区应力与距巷帮距离r 的关系(Relationship between stress in elastic zone and distance to the wall of tunnel r ) | 第97-98页 |
| ·二次砌碹支护控制围岩蠕变的弹粘塑性分析(ELASTIC-VISCOPLASTY ANALYSIS ON SECONDARY MASONRY-LINING SUPPORT TO CONTROL THE CREEP IN SURROUNDING ROCKS) | 第98-104页 |
| ·碹体支护反力与时间t 及碹体厚度的关系(Relationship between masonry-lining support counterforce＆time t and thickness of masonry-lining) | 第100-102页 |
| ·巷道周边位移与时间t 及碹体厚度的关系(Relationship between tunnel peripheral displacement＆time t and thickness of masonry-lining) | 第102-104页 |
| ·二次锚杆、注浆加固支护控制蠕变的弹粘塑性分析(ELASTIC-VISCOPLASTY ANALYSIS ON SECONDARY ANCHOR ROD AND GROUTING REINFORCEMENT TO CONTROL CREEP) | 第104-113页 |
| ·二次锚杆、注浆加固支护的弹粘塑性模型(Elastic-viscoplasty model of secondary anchor rod and grouting reinforcement support) | 第106-107页 |
| ·巷道周边位移与时间t、锚杆支护强度的关系(Relationship of tunnel peripheral displacement＆time t and support intensity of archor rod) | 第107-109页 |
| ·巷道周边位移与时间t、锚杆预紧力的关系(Relationship between tunnel peripheral displacement＆time t and archor pretightening force) | 第109-111页 |
| ·巷道周边位移与时间t 及锚注半径的关系(Relationship between tunnel peripheral displacement＆time t and bolt-grouting radius) | 第111-113页 |
| ·本章小结(BRIEF SUMMARY) | 第113-115页 |
| 6 控制蠕变的工业性试验(INDUSTRIAL EXPERIMENT TO CONTROL CREEP) | 第115-131页 |
| ·蠕变控制的支护设计思路(SUPPORT DESIGN MENTALITY OF CREEP CONTROL) | 第115页 |
| ·一次有控卸压支护参数(SUPPORT PARAMETER OF ONCE STRESS-RELIEF UNDER CONTROL) | 第115-116页 |
| ·二次支护（蠕变控制）参数(SECONDARY SUPPORT (CREEP CONTROL)PARAMETER) | 第116-121页 |
| ·锚杆支护参数(Bolting parameter) | 第116-118页 |
| ·注浆加固参数(Grouting reinforcement parameter) | 第118-121页 |
| ·施工步骤(Construction procedure) | 第121页 |
| ·支护效果监测(MONITORING ON SUPPORT EFFECT) | 第121-129页 |
| ·巷道表面位移观测结果(Observation result of tunnel surfacent | 第122-126页 |
| ·锚杆载荷观测结果(Observation result of archor rod load) | 第126-128页 |
| ·巷道围岩破碎区分布(Distribution of fracture zone distribution in surrounding 10cks) | 第128-129页 |
| ·本章小结(BRIEF SUMMARY) | 第129-131页 |
| 7 主要结论与研究展望(PRIMARY CONCLUSIONS AND RESEARCH PROSPECT) | 第131-135页 |
| ·主要结论（MAIN CONCLUSION） | 第131-133页 |
| ·研究展望（RESEARCH PROSPECTION） | 第133-135页 |
| 论文创新点 | 第135-136页 |
| 参考文献 | 第136-142页 |
| 作者简历 | 第142-144页 |
| 学位论文数据集 | 第144页 |
