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Historical shear deformation of rock fractures derived from digital outcrop models and its implications on the development of fracture systems

机译:数字露天模型岩石骨折的历史剪切变形及其对骨折系统发展的影响

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摘要

The initiation and development of fractures in rocks is the key part of many problems from academic to industrial, such as faulting, folding, rock mass engineering, reservoir characterization, etc. Conventional ways of evaluating the fracture historical deformations depend on the geologists' visual interpretation of indicating structures such as fault striations, fault steps, plumose structures, etc. on the fracture surface produced by previous deformations, and hence suffer from problems like subjectivity and the absence of obvious indicating structures. In this study, we propose a quantitative method to derive historical shear deformations of rock fractures from digital outcrop models (DOMs) based on the analysis of effects of fault striations and fault steps on the shear strength parameter of the fracture surface. A theoretical model that combines effects of fault striations, fault steps and isotropic base shear strength is fitted to the shear strength parameter. The amount of fault striations and fault steps and their occurrences are estimated, and the historical shear deformations can be inferred. The validity and the effectiveness of the proposed method was proved by testing it on a constructed fracture surface with idealized striations and a fracture surface with clear fault steps. The application of this method on an example outcrop shows an intuitive idea of how the rock mass was deformed and that the distribution, occurrence and mode of new fractures are strictly controlled by preexisting fractures, and hence emphasizes the importance of preexisting fractures in modeling the development of fracture systems.
机译:岩石中骨折的启动和发展是从学术到工业的许多问题的关键部分,如断层,折叠,岩石群众工程,储层表征等。评估骨折历史变形的传统方式取决于地质学家的视觉解释指示在先前变形产生的断裂表面上的故障纹条件,故障步骤,羽毛结构等结构,因此患有主体性和明显指示结构的问题。在这项研究中,我们提出了一种定量方法,基于故障条纹和断裂表面剪切强度参数的效果分析,从数字露天模型(DOMS)中源于数字露天模型(DOM)的岩体剪切变形。结合故障条纹,故障步骤和各向同性基础剪切强度效果的理论模型适用于剪切强度参数。估计故障条件和故障步骤及其出现的量,并且可以推断出历史剪切变形。通过在构造的骨折表面上测试具有理想化条纹和具有清晰故障步骤的裂缝表面来证明所提出的方法的有效性和有效性。这种方法在示例露头上的应用表明,岩体如何变形,并且通过预先存在的骨折严格控制新骨折的分布,发生和模式,因此强调预先存在的骨折在建模开发方面的重要性骨折系统。

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