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- swelling rock slope 膨胀性岩质边坡
- 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.
- Besides the mentioned above, the mechanism of swelling rock argillization is illustrated. 阐明了膨胀岩的泥质化作用机理。
- Swelling rock is a common geological medium encountered in geotechnical engineering, of which the swelling-shrinkage mechanism is very complicated. 分析了膨胀岩的胀缩机理及影响因素,总结了近几年的理论研究成果。
- 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。
- 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 deformation and dilation, caused by engineering stress, of the swelling rocks were analyzed by using the constitutive relation theory. 研究结果表明:黏土矿物比表面积数值巨大,在水理作用下形成强结合水层,是引起围岩吸水膨胀的主要原因;
- 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 slaking property is studied experimentally and theoretically on the basis of the slaking process observation and slaking mechanism research of six types of swelling rocks. 通过6种膨胀岩的湿化过程观察和机理研究,从试验和理论两方面探讨了膨胀岩的湿化性,并与膨胀性和裂隙性进行了区别。
- 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;
- This book is concerned with the stability of rock slopes. 本书论述了岩石边坡的稳定性。
- 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。
- 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 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。