| 1. | Criterion of entropy catastrophe of stability of surrounding rock
围岩稳定分析的熵突变准则研究 |
| 2. | Minimum safety factor method for stability analysis of surrounding rockmass of tunnel
隧道围岩稳定分析的最小安全系数法 |
| 3. | Stability analysis on adjoining rock of large - scale underground chamber group of suofengying hydropower station
索风营水电站大型地下洞室群围岩稳定分析 |
| 4. | Study on the rational arrangement of super - large scale underground cavern group and its surrounding rock stability
超大型地下洞室群合理布置及围岩稳定研究 |
| 5. | Experiment and research on stabilization control of high deformed surrounding rock in mine low strength soft rock roadway
低强度软岩巷道大变形围岩稳定控制试验研究 |
| 6. | Non - probabilistic reliability convex model method for stability analysis of surrounding rock mass of underground structure
岩体地下结构围岩稳定非概率可靠性的凸集合模型分析方法 |
| 7. | Three dimensional stability analysis on surrounding rock of underground houses of xilongchi pumped storage hydro - power station
西龙池抽水蓄能电站地下厂房围岩稳定三维非线性分析 |
| 8. | Study on stability of surrounding rock and supporting measures of fenggang tunnel under construction in dongshen water supply project
东深供水工程凤岗隧洞施工期围岩稳定与支护措施研究 |
| 9. | By comparing the stability characters of rock after excavated , the best stable section shape is found . 3 . the security of lining is compared by load - structure model which is used in tunnel design
并对7种方案和标准图方案进行了隧道全断面开挖后围岩稳定性比较，从中找出隧道开挖后对围岩稳定最有利的断面形式。 |
| 10. | The mechanical behavior characteristics , stabilization state of surrounding rock , deformation mechanism of anchorage , topology effect of tunnel anchorage system of suspension bridge were studied based on numerical simulation method
摘要采用数值模拟方法研究了悬索桥隧道式锚碇系统的力学行为特征、围岩稳定状态、锚碇变位机理和拓扑效应。 |
