首页> 外文期刊>Indian Journal of Science and Technology >Predictive Permeability Model of Faults in Crystalline Rocks; Verification by Grouting in Seyahoo Dam
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Predictive Permeability Model of Faults in Crystalline Rocks; Verification by Grouting in Seyahoo Dam

机译:晶体岩石断层的预测渗透率模型;通过Seyahoo大坝灌浆验证

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This paper deals with quantitative fault zone descriptions, qualitative fracture and fault rock properties, and engineering data in the study of the permeability structure of fault zones. Datasets include scan-lines, drill cores and cement grouting from Seyahoo dam in andesite and basalt rocks, from which systematic grouting volumes can be used to analyze the in-site relative permeability both in host rocks and fault zones. Dam-scale injection of cement reveals patterns that can be ascribed to the impact of faulting; there is an increase in cement injection in fault zones compared to areas with background fracturing away from faults. In detail, there is an innate division of the rock volume into subzones characterized by distinct structural style and permeability, with a background level and three fault related subzones (fault core, inner damage zone, and outer damage zone). Injection data shows that the background sub-zone commonly can be injected with less than 0.05 m 3 cement per meter dam (commonly not injected), whereas the fault core has permeability characteristics nearly as low as the outer damage zone, represented by 0.1 m 3 cement per meter dam, with occasional peaks towards 0.2 m 3 . The maximum of cement injection lies in the inner damage zone, the marginal to the fault core, with 0.3-0.5 m 3 cement per meter dam, locally exceeding 0.7 m 3 . This gives a relative relationship for cement injection of approximately 1:3:1 between fault core, inner damage zone, and outer damage zone of extensional fault zones in crystalline rocks.
机译:本文研究定量断层带的描述,定性断裂和断层岩的性质以及工程数据,以研究断层带的渗透性。数据集包括扫描线,钻芯和安山岩和玄武岩中Seyahoo大坝的水泥灌浆,从中可以使用系统的灌浆量来分析宿主岩和断层带的现场相对渗透率。大坝规模的水泥注入揭示了可归因于断层影响的模式。与背景断裂远离断层的区域相比,断层区域的水泥注入增加了。详细地讲,岩体具有与生俱来的划分,其子区域具有明显的结构样式和渗透性,具有背景水平和三个与断层有关的子区域(断层核心,内部破坏区域和外部破坏区域)。注入数据表明,本底分区通常每米大坝可以注入少于0.05 m 3的水泥(通常不注入),而断层岩心的渗透率特性几乎与外部破坏区一样低,以0.1 m 3表示。每米大坝水泥,偶有峰值向0.2 m 3。水泥注入的最大范围是内部破坏区,即断层核心的边缘,每米大坝含0.3-0.5 m 3水泥,局部超过0.7 m 3。这给出了在结晶岩中的断裂核心,内部破坏区和外部破坏区之间的大约1:3:1水泥注入的相对关系。

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