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首页> 外文期刊>Rock Mechanics and Rock Engineering >Influence of Stochastic Discontinuity Network Parameters on the Formation of Removable Blocks in Rock Slopes
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Influence of Stochastic Discontinuity Network Parameters on the Formation of Removable Blocks in Rock Slopes

机译:随机间断网络参数对岩质边坡可移动块体形成的影响

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摘要

We study the effects of discontinuity network parameters on the formation of removable wedges in rock slopes. Discontinuities are simulated using the Poisson disk model, and removable wedges are identified using block theory. The formation of removable wedges of different sizes is assumed to follow a Poisson process. Poisson regression and Monte Carlo simulation are then used to identify statistically relevant parameters of the model, and to study the effects that variations in their values have on formation of removable blocks. The sensitivity of the results as a function of the mean orientations of the discontinuity sets forming the blocks is also studied by means of a parametric study. The volumetric intensity of discontinuities in the rock mass is found to have a significant impact on the computed estimates of removable block formation. As predicted by theory, our results indicate that, everything else being equal, the expected rate of formation of removable wedges is proportional to the square of the intensity measure. Estimates are also sensitive to changes in discontinuity size, especially in cases in which discontinuities are smaller than one to two times the height of the slope. The interaction between the mean size of discontinuities and the coefficient of variation of discontinuity sizes is found to be significant as well. Finally, results of our sensitivity analysis suggest that the orientation of discontinuity sets significantly affects the rate of formation of removable blocks in rock slopes.
机译:我们研究了不连续性网络参数对岩石边坡中可移动楔形物形成的影响。使用Poisson磁盘模型模拟不连续性,并使用块理论识别可移动楔形。假定形成不同尺寸的可移动楔形物遵循泊松过程。然后使用泊松回归和蒙特卡罗模拟来识别模型的统计相关参数,并研究其值变化对可移动块的形成的影响。还通过参数研究的方法研究了结果灵敏度与形成块的不连续集的平均方向的关系。发现岩体中的不连续性的体积强度对可移动块形成的计算估计具有显着影响。正如理论所预测的,我们的结果表明,在其他条件相同的情况下,可移动楔形物的预期形成速率与强度测量的平方成正比。估计值对不连续性大小的变化也很敏感,尤其是在不连续性小于坡度高度的一到两倍的情况下。发现间断尺寸的平均大小与间断尺寸的变化系数之间的相互作用也很显着。最后,我们的敏感性分析结果表明,间断集的方向显着影响了岩质边坡中可移动块体的形成速度。

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