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Characterization and Identification of Compressibility of Soft Rock

机译:软岩可压缩性的表征与鉴定

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Identification of compressibility of soft rock has been and is still a challenging task since the early days of geotechnical engineering. Numerous techniques and procedures exist to characterize the compressibility of soil-like material and of rock-like material. However if the site stratigraphy shows alternating layers of distinct almost completely weathered and more or less soil like material and layers of rock like material these techniques can no longer be applied to assess the overall rock mass compressibility. The paper proposes a field oriented method using a combination of known characterization methods (for rock and soil materials) to describe the soft rock profile with respect to identify its overall compressibility in terms of Young's moduli. The Moduli are calculated from an averaging scheme assuming that the soft rock layers can be described by mixtures of rock-like material and soil like material. An example application is presented including a first discussion of applicability and limitations of the method.
机译:自从岩土工程开始以来,确定软岩的可压缩性一直是而且仍然是一项艰巨的任务。存在许多表征土壤状材料和岩石状材料可压缩性的技术和程序。但是,如果现场地层显示出交替的几乎完全风化的层和或多或少的类似土壤的材料以及类似岩石的材料的层,则这些技术将无法再用于评估整体岩体的可压缩性。本文提出了一种结合了已知特征描述方法(针对岩石和土壤材料)的磁场定向方法,用于描述软岩剖面,从而根据杨氏模量确定其整体可压缩性。模量是根据平均方案计算得出的,假设软岩层可以用岩石样物质和土壤样物质的混合物来描述。提出了示例应用,包括对该方法的适用性和局限性的首次讨论。

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