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- THREE-DIMENSION NUMERICAL SIMULATION OF DEFORMATION CHARACTERISTICS OF TOPPLING ROCK SLOPE--CASE STUDY FOR A SLOPE AT LONGTAN HYDROPOWER STATION 反倾岩质边坡变形特征的三维数值模拟研究--以龙滩水电站工程边坡为例进行三维变形特征分析
- toppling rock slope 反倾岩质边坡
- APPLICATION OF DDA METHOD IN STABILITY ANALYSIS OF TOPPLE ROCK SLOPE DDA数值方法在岩质边坡倾倒破坏分析中的应用
- Simulation of toppling failure process of stratified rock slope is always one of the major contents in study of slope stability. 摘要层状岩石边坡的倾倒破坏是岩石边坡失稳破坏的主要形式之一。
- The causes for slightly toppling due to excavation were analyzed and appropriate stabilization measures proposed.The field monitoring data show that the rock slope was stable after treatment. 研究了施工过程中岩体发生轻微倾倒变形的原因，并提出了相应的加固处理方案，通过现场监测证明处理后边坡岩体是稳定的。
- Giani,G.P.,Rock Slope Stability Analysis,A.A.Balkema,1992. 张有天、周维垣;岩石高边坡的变形与稳定;中国水利水电出版社;北京;1999年4月.
- In terms of practical rock slope engineering, these methods have limited usefulness. 对于实际岩石边坡工程来说，这些方法的实用性很有限。
- These will be provided some valuable references to control the weathering and erosion of rock slope in engineering. 这些将为工程上治理岩石边坡的风化与侵蚀作用提供有价值的参考。
- Combined with natural rainfall,numerical analysis on atomized rain infiltration in fractured rock slope is conduced. 结合自然降雨,对裂隙岩体岸坡进行了雾化雨入渗的数值分析。
- Screen on the right side of a high rock slope, a Qiaojiao cornices, ornate King-ting, "bin Sanjeong. 屏山岩右侧高坡，有一飞檐翘角，装饰华丽的景亭，名为“宾山亭”。
- Combined with natural rainfall, numerical analysis on atomized rain infiltration in fractured rock slope is conduced. 结合自然降雨，对裂隙岩体岸坡进行了雾化雨入渗的数值分析。
- The methods of the paper can be applied directly to the constructions of rock slope restoration. 本文所提供的方法可直接应用于裸露坡体植被恢复工程。
- In addition, the progressive failure of layered rock slope under explosion is simulated by UDEC. 此外,本文还利用UDEC模拟了爆破荷载作用下层状岩质边坡的渐进破坏的全过程,并得出了一些有意义的结论。
- This book is concerned with the stability of rock slopes. 本书论述了岩石边坡的稳定性。
- The hydraulic effect of the ground water on the preferred planes in consequent rock slope is analyzed in this paper. 本文分析了地下水对顺层岩坡优势面水力学作用的机理。
- The analysis about the shape of rock slope and structures plane shoos that slope stability varies with topography. 通过对岩体边坡产状与结构面产状关系的变化分析,表明爆破后的边坡的稳定性随地形的变化而不断变化。
- The numerical calculation model for stratified rock slope was founded with UDEC software. 利用UDEC软件建立层状边坡数值计算模型，分析开挖过程中岩土体的变形情况；
- In this paper, the application of Discontinuous Deformation Analysis (DDA) method to the dynamic stability of a rock slope is discussed with a practical engineering example. 摘要基于块体系统非连续变形分析计算模型，结合工程实例分析岩质边坡块体的动态稳定性。
- Probability theory has two distinct roles in the design of rock slopes. 概率理论在岩石边坡设计中有两个性质不同的作用。
- The factor of safety of a rock slope thus calculated using these mechanicals parameters is not able to reflect the actual stability of the slope. 由于岩体强度试验得到的力学参数与实际情况偏差较大,利用试验所得岩体结构面强度参数计算得到的岩坡稳定性系数往往与实际情况有一定误差。
