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Influence of topographic stress on rock fracture : a two-dimensional numerical model for arbitrary surface topography and comparisons with borehole observations

机译:地形应力对岩石破裂的影响:任意表面地形的二维数值模型及与钻孔观测的比较

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摘要

Theoretical calculations indicate that topographic stresses in some landscapes may be large enough to fracture rocks, which in turn could influence slope stability, erosion rates, and bedrock hydrologic properties. These predictions typically have involved idealized topographic profiles, with few direct comparisons of predicted topographic stresses and observed fractures at specific field sites. I use a numerical model to calculate the stresses induced by measured topographic profiles and specified far-field tectonic stress. I compare the calculated stress field and potential shear fracture orientations with fracture abundance and fracture orientations observed in shallow boreholes. The model uses a boundary element method to calculate the stress distribution beneath an arbitrary topographic profile. When applied to topographic profiles extracted from a laser altimetry map of the Susquehanna/Shale Hills Critical Zone Observatory in central Pennsylvania, the model predicts considerable differences in depth profiles of stresses beneath ridgelines and valley floors. Using a representative value for the friction angle of shale, we calculate the minimum cohesion required to prevent shear failure, Cmin, as a proxy for the potential for fracturing or reactivation of existing fractures. We compare depth profiles of Cmin with structural analyses of image logs from four boreholes located on the valley floor, and find that fracture abundance declines sharply with depth in the uppermost 10 m of the boreholes, consistent with the modeled profile of Cm.. In contrast, Cmin increases with depth below ridgetops, suggesting that future analyses of ridgetop wells should observe a different trend in fracture abundance if topographic effects are indeed important. The numerical model used assumes the subsurface to be homogeneous and isotropic. The model-predicted fracture orientations do not reflect the scatter in fracture orientations seen in the wells. Thus, the present results support the hypothesis that topography can influence subsurface rock fracture patterns, suggest the imitation and reactivation of fractures of different generations, and provide a basis for further observational tests.
机译:理论计算表明,某些景观中的地形应力可能大到足以使岩石破裂,从而又可能影响边坡稳定性,侵蚀率和基岩水文特性。这些预测通常涉及理想化的地形剖面,几乎没有直接比较预测的地形应力和在特定现场位置观察到的裂缝。我使用数值模型来计算由测得的地形剖面和指定的远场构造应力引起的应力。我将计算得出的应力场和潜在的剪切裂缝方向与在浅孔中观察到的裂缝丰度和裂缝方向进行了比较。该模型使用边界元方法来计算任意地形剖面下的应力分布。当应用于从宾夕法尼亚州中部萨斯奎哈那/页岩山临界区天文台的激光测高图上提取的地形轮廓时,该模型预测出山脊线和谷底下方应力深度剖面的显着差异。使用页岩摩擦角的代表值,我们可以计算出防止剪切破坏所需的最小内聚力Cmin,以替代现有裂缝的压裂或再活化潜力。我们将Cmin的深度剖面与来自谷底的四个钻孔的图像测井的结构分析进行了比较,发现裂缝的丰度随钻孔最上方10 m的深度而急剧下降,这与Cm的模拟剖面一致。 ,Cmin随山脊顶部以下深度的增加而增加,这表明如果地形影响确实很重要,那么将来对山脊顶部井的分析应观察到裂缝丰度的不同趋势。所使用的数值模型假定地下为均质且各向同性的。模型预测的裂缝方向不能反映在井中看到的裂缝方向上的分散。因此,目前的结果支持了这样的假说,即地形可以影响地下岩石的裂缝模式,暗示了不同世代裂缝的模仿和再活化,并为进一步的观测试验提供了基础。

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    Slim Mirna I;

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  • 年度 2013
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  • 正文语种 eng
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