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- The stability of rock mass project is mainly controlled by the rock mass structure, and faults are the large geological discontinuity plane commonly encountered in rock mass engineering. 摘要岩体工程的稳定性主要受岩体结构控制，而断层是岩体工程中最常见的一类规模较大的地质不连续面。
- rock mass engineering design classification 工程岩体设计分类
- rock mass engineering in deep stratum 深部岩体工程
- rock mass engineering investigation 岩体工程勘察
- During the course of numerical computation and stability evaluation on the jointed rock masses engineering, the determination of strength parameters is very important. 摘要在节理岩体工程的数值计算及稳定性评价中，强度参数的确定至关重要。
- The fit method of the stability reliability model of the rock mass engineering 岩体工程稳定可靠性模型的拟合方法
- Division Index System and Fuzzy Comprehensive Appraisal Method for Rock Mass Engineering Design Classification 工程岩体设计分类及模糊综合评价方法
- Application of Qualitative Evaluation in Numerical Analysis of Rock Mass Engineering 定性评价在岩体工程数值分析中的应用
- APPLICATION OF PROGRESSIVELY CHANGING ROCK MASS DEFORMATION PARAMETERS TO ROCK MASS ENGINEERING 岩体变形参数渐变取值模型及工程应用
- Unloading rock mass mechanics II. 卸荷岩体力学2。
- The rock mass produced by an intrusive process. 侵入岩浆岩浆侵入过程中生成的岩块
- rock mass engineering 岩体工程
- deep rock mass engineering 深部岩体工程
- Simultaneously, the displacements of the rock mass were monitored. 与此同时，还对矿房围岩的变形进行了监测；
- A fracture or crack in a rock mass along which no appreciable movement has occurred. 裂缝，裂口岩石块中的碎片或缝隙，在其周围未发生过可被觉察到的运动
- Antiseepage of corroded rock mass is one of the most important problems of water-power engineering, mine engineering and traffic engineering. 溶蚀岩体的防渗是水电工程、矿山工程和交通工程的重要难题之一。
- WU Yan-qing.Types of rock mass structure and hydromechanical models rock mass[J].Chinese Journal of Rock Mechanics and Engineering,2000,19(6):687-691. [1]仵彦卿.;岩体结构类型与水力学模型[J]
- Theory and practice of grouting drainage and anchorage of rock mass II. 岩体灌浆排水锚固理论与实践2。
- With the finite element method of material description,the rock mass in underground and opencast united mining engineering was simulated and analyzed. 采用物质描述增量有限元方法,对露天与地下联合开采工程岩体进行了数值模拟分析。
- There is a large scale of dynam-relaxed rock mass lies in Daliushu dam site. 大柳树坝址区存在大面积、大范围的岩体松动破坏现象。
