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Second fine inversion of regional in-situ stress field considering the excavation disturbance effects of pilot tunnel

机译:考虑引水隧洞开挖扰动效应的区域地应力场二次精细反演

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摘要

The changes of in-situ stress magnitude and directions caused by the excavation disturbance effect of pilot tunnel are usually neglected. An inversion regression method called region second fine in-situ stress field is proposed. Firstly, the surrrouding stress field of pilot tunnel was inversed finely by multiple linear regression inversion anlaysis in the local mesh model. In order to obtain the entire stress distribution of damsite region, the inversion analysis method of second stress field for the whole damsite region was presented, which combined the ground abrasion process of strata and support vector machine model. Considering the abrasion process of the strata, the second stress value of measuring points is calculated in the entire mesh model. Numerial results of real project indicate that the in-situ stress field obtained by second fine inversion method fits for the distribution law of V-shaped vally generally.
机译:通常忽略了引水隧洞开挖扰动效应引起的地应力大小和方向的变化。提出了一种称为区域第二精细地应力场的反演回归方法。首先,在局部网格模型中,通过多元线性回归反演分析精细地反演了先导隧道周围的应力场。为了获得坝体区域的整个应力分布,提出了一种将整个坝体区域的第二应力场反演的方法,将地层的地层磨蚀过程与支持向量机模型相结合。考虑到地层的磨蚀过程,在整个网格模型中计算了测量点的第二应力值。实际工程的数值结果表明,采用二次精细反演方法得到的地应力场总体上符合V形槽的分布规律。

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  • 来源
    《Rock stress and earthquakes.》|2010年|p.637-642|共6页
  • 会议地点 Beijng(CN);Beijng(CN)
  • 作者单位

    State Key Laboratory of Geohazard Prevention and Geoenvironment Protection,Chengdu University of Technology, Chengdu, Sichuan, China;

    College of Architecture and Civil Engineering, Guangxi University, Nanning, China;

    College of Enviroment and Civil Engineering, Chengdu University of Technology,Chengdu, Sichuan, China;

    College of Enviroment and Civil Engineering, Chengdu University of Technology, Chengdu, Sichuan, China;

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  • 原文格式 PDF
  • 正文语种
  • 中图分类 地震学;地震学;地震学;
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