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邵怀高速雪峰山隧道初始地应力场研究
引用本文:蒋鹏飞,王跃飞,张志龙,李军,黄辉.邵怀高速雪峰山隧道初始地应力场研究[J].中南公路工程,2006,31(1):9-13.
作者姓名:蒋鹏飞  王跃飞  张志龙  李军  黄辉
作者单位:[1]邵怀高速公路公司,湖南邵阳422000 [2]湖南省交通规划勘察设计院,湖南长沙410011 [3]成都理工大学,四川成都610059
基金项目:西部交通建设科技项目(200331879802)
摘    要:雪峰山隧道为深埋隧道,初始地应力场对围岩变形特性具有重要的控制作用。运用水压致裂法测试、室内Kaiser效应测试和有限元数值模拟等3种方法,对雪峰山隧道初始地应力场进行了研究,并对雪峰山隧道的初始地应力场作出了较准确的判断,为隧道的设计与施工提供了可靠的依据。对3种方法进行了对比分析。

关 键 词:水压致裂法  Kaiser效应  数值模拟  地应力场
文章编号:1002-1205(2006)01-0009-05
收稿时间:2005-12-12
修稿时间:2005-12-12

Study of the Initial Geostress in The XueFeng Mountain Tunnel of ShaoHuai Express Highway
JUANG Pengfei, WANG Yuefei, ZHANG Zhilong, LI Jun, HUANG Hui.Study of the Initial Geostress in The XueFeng Mountain Tunnel of ShaoHuai Express Highway[J].Central South Highway Engineering,2006,31(1):9-13.
Authors:JUANG Pengfei  WANG Yuefei  ZHANG Zhilong  LI Jun  HUANG Hui
Abstract:The Xuefeng mountain tunnel is the largest controlling project of ShaoHuai express highway. The initial geostress field have an important influence to deformation of surrounding rock. In the paper, making use of local testing in hydrofracturing, indoor testing of Kaiser effect of rock and finite element numeric simulation, the geostress status of the Xuefeng mountain express highway tunnel is studied, we has made a accurate judgement to the Initial geostress field in The XueFeng Mountain Tunnel. The study has supplied basis for the tunnel design and construction. In the paper, the three methods are compared.
Keywords:Hydrofracturing  Kaiser Effect of Rock  Numeric Simulation  Geostress Field
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