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雪峰山公路隧道地应力场反演及工程应用
引用本文:朱光仪,郭小红,陈卫忠,邱祥波,李术才.雪峰山公路隧道地应力场反演及工程应用[J].中南公路工程,2006,31(1):71-75.
作者姓名:朱光仪  郭小红  陈卫忠  邱祥波  李术才
作者单位:[1]中交第二公路勘察设计研究院,湖北武汉430000 [2]中国科学院武汉岩土力学研究所,湖北武汉430071 [3]山东大学岩土工程中心,山东济南250061
摘    要:初始地应力场主要由自重场和构造场产生,它是岩土工程设计与施工所要考虑的重要因素之一。根据雪峰山公路隧道实测地应力资料,充分考虑岩体自重与构造应力的影响,采取三维有限元回归分析方法,通过对实测点地应力值用逐步回归分析方法求出回归系数,得到计算区域的初始地应力场。研究成果表明:计算结果与实测值吻合较好,所拟合的初始地应力可作为工程设计与施工的依据。

关 键 词:初始地应力  反演  隧道
文章编号:1002-1205(2006)01-0071-05
收稿时间:2005-12-11
修稿时间:2005年12月11

Inversion of In situ Stress and its application in Xuefengshan Roadway Tunnel
ZHU Guangyi , GUO Xiaohong, CHEN Weizhong, QIU Xiangbo, LI Shucai.Inversion of In situ Stress and its application in Xuefengshan Roadway Tunnel[J].Central South Highway Engineering,2006,31(1):71-75.
Authors:ZHU Guangyi  GUO Xiaohong  CHEN Weizhong  QIU Xiangbo  LI Shucai
Institution:1. China communication Second Highway Survey Design and Research Institute, Wuhan, Hubei 430000, China; 2. Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, China; 3. Research Center of Geotechnical and Structural Engineering, Shandong University, Jinan, Shangdong 250061, China
Abstract:In situ stress consists of gravitational and tectonic fields, is one of the most important factors should be considered in design and construction of geotechnical engineering. Based on the field investigation of in-situ stress in Xuefengshan roadway tunnel, in situ stress around the tunnel was regressed simulations. The regression coefficients are obtained from step-by-step regression analysis by 3D numerical The results show that the analysis results are fit well to the field measurements. The regressed in situ stress can be used for sup port design and stability analysis of the tunnel.
Keywords:in situ stress  inversion  tunnel
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