首页> 外国专利> THE METHOD OF ROCK MASS CLASSIFICATION IN THE DESIGN OF TUNNEL USING MULTIVARIATE DISCRIMINANT ANALYSIS

THE METHOD OF ROCK MASS CLASSIFICATION IN THE DESIGN OF TUNNEL USING MULTIVARIATE DISCRIMINANT ANALYSIS

机译:多元判别分析的隧道设计中岩体分类方法

摘要

RMR classification in the design in tunnel is that classification rock has been used with determination according to the rock jewel mode of grade extensively. However, the method can only be used the judgement classification rock of experiences of the available hayeoyaman of RMR classified variables in view of habitat conditions and by technician. All RMR for considering evaluation factor, when utilizing RMR petrographic classifications in the design phase, this is not feasible. ;Therefore design, which makes full use of the unit of only quantity to analyze, will carry out confirming that potential RMR of classification determined. The highly relevant coefficient of data or RQD of rock strength is between RMR values, when seeing existing batu intensity and RQD classification is the key factor for rock category. When being classified using discriminant analysis, batu rock mass classification and discriminant analysis be performed by existing RMR petrographic classifications only consider the intensity of two variable as an independent variable, 74.8%, when use discriminant analysis as an independent variable RQD 74.When 3% accuracy RMR classification may be vibrated. 82.5% accuracy may RMR petrographic classifications when considering to have the discriminant analysis of rock strength and RQD. The center of design procedure is thrown, and is brought by the entire elements of RMR of the existing case study from the design phase, it is contemplated that 40.3% horizontal sujunim it will be only rock strength and RQD is enough RMR petrographic classifications.
机译:隧道设计中的RM​​R分类是广泛根据等级的岩石宝石模式确定使用了分类岩石。但是,该方法只能用于根据居住环境和技术人员对RMR分类变量的可用hayyayaman经验进行判断的分类岩。在设计阶段使用RMR岩性分类时,所有考虑评估因素的RMR都不可行。 ;因此,将充分利用仅数量单位进行分析的设计,将进行确定确定的潜在RMR的确定。高度相关的数据系数或岩石强度的RQD在RMR值之间,当看到现有的黑风强度时,RQD分类是岩石类别的关键因素。当使用判别分析进行分类时,通过现有RMR岩性分类进行的黑风岩体分类和判别分析仅将两个变量的强度视为独立变量,即74.8%,而使用判别分析作为独立变量RQD 74.当3%精度RMR分类可能会振动。如果考虑对岩石强度和RQD进行判别分析,则RMR岩石学分类的准确度可达到82.5%。从设计阶段开始,设计过程的中心就被现有案例研究的RMR的所有要素所带动,可以预期的是,水平Susuim的40.3%仅仅是岩石强度,RQD足以满足RMR岩石学分类的要求。

著录项

  • 公开/公告号KR20060027451A

    专利类型

  • 公开/公告日2006-03-28

    原文格式PDF

  • 申请/专利权人 AHN TAE HUN;

    申请/专利号KR20040076186

  • 发明设计人 AHN TAE HUN;

    申请日2004-09-23

  • 分类号E21C25/00;G06F19/00;

  • 国家 KR

  • 入库时间 2022-08-21 21:26:10

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