隧洞围岩多轴强度安全系数的计算方法研究
Multi-axis Strength Safety Factor Surrounding Rock Of Tunnel Method Of Calculation
安全系数法是一种历史悠久而目前仍能普遍应用的定量评价方法。本文以具有衬砌的圆形隧洞为例,计算了基于Mohr-Coulomb强度准则下,强度折减系数和安全距离系数定义下,处于复杂应力状态的隧洞围岩的安全度,从而判断三维隧洞围岩可能的危险区范围,并与弹塑性解进行分析比较,得出了安全距离系数较合理的结论。
Safety factor method is a well-established and widely used at present still the quantitative evaluation methods. The paper lining in a circular tunnel as an example, the calculation based on the Mohr-Coulomb strength criteria, and the definition of strength reduction factor and safe distance factor, in a complex state of stress the safety of the surrounding rock, and thus judged the three-dimensional surrounding rock of tunnel potentially dangerous area, with the elastic-plastic analysis of the comparison, the coefficient obtained safe distance factor from the more reasonable conclusion.
郑微微
矿业工程理论与方法论
安全系数Mohr-Coulomb准则强度折减系数安全距离系数隧洞围岩
Safety FactorMohr-coulomb CriteriaStrength Reduction FactorSafe Distance Factor
郑微微.隧洞围岩多轴强度安全系数的计算方法研究[EB/OL].(2008-04-17)[2025-08-02].http://www.paper.edu.cn/releasepaper/content/200804-634.点此复制
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