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申玉生, 赵玉光. 双连拱隧道围岩稳定性的模糊概率分析研究[J]. 岩土工程学报, 2005, 27(11): 123-126.
引用本文: 申玉生, 赵玉光. 双连拱隧道围岩稳定性的模糊概率分析研究[J]. 岩土工程学报, 2005, 27(11): 123-126.
SHEN Yusheng, ZHAO Yuguang. Research on fuzzy probability analysis of stability of surrounding rock in double-arch tunneling[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(11): 123-126.
Citation: SHEN Yusheng, ZHAO Yuguang. Research on fuzzy probability analysis of stability of surrounding rock in double-arch tunneling[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(11): 123-126.

双连拱隧道围岩稳定性的模糊概率分析研究

Research on fuzzy probability analysis of stability of surrounding rock in double-arch tunneling

  • 摘要: 结合宜(宾)水(富)高速公路鞋底坡双连拱隧道实际工程,利用曲线回归和模糊概率方法对隧道围岩稳定性概率进行计算分析。把围岩水平位移的收敛曲线分为单阶式位移收敛曲线和台阶式位移收敛曲线两种类型,对应于收敛曲线分别用双曲线函数和Boltzman函数对其进行回归分析,并应用模糊概率公式对隧道的稳定性概率进行计算。

     

    Abstract: In the practieal project of the Xiedipo tunnel of Yishui Yibin-Shuifu Expressway highway,the stability of double-arch tunnel was analyzed and calculated by the regression analysis and fuzzy probability.The displacement convergence curves of surrounding rock were firstly divided into two types(single-step displacement convergence curve and double-step diplacement convergence curve),which had been regressed by use of the hyperbola function and Boltzman function respectively.Furthermore,the stability of tunnel was calculated with the formula of fuzzy probability.The present formula and experience could be referenced in the design,construction and researches of similar tunnels.

     

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