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范秋雁, 朱维申. 软岩最优支护计算方法[J]. 岩土工程学报, 1997, 19(2): 80-86.
引用本文: 范秋雁, 朱维申. 软岩最优支护计算方法[J]. 岩土工程学报, 1997, 19(2): 80-86.
Fan Qiuyan, Zhu Weishen. Method of Calculating Optimum Support for Soft Rock[J]. Chinese Journal of Geotechnical Engineering, 1997, 19(2): 80-86.
Citation: Fan Qiuyan, Zhu Weishen. Method of Calculating Optimum Support for Soft Rock[J]. Chinese Journal of Geotechnical Engineering, 1997, 19(2): 80-86.

软岩最优支护计算方法

Method of Calculating Optimum Support for Soft Rock

  • 摘要: 根据岩石和围岩的蠕变机理以及软岩流变控制原则,建立了一个软岩最优支护计算方法,它能求出软岩支护的两个重要参数,即最优(小)支护力和围岩最大允许变形量。最优支护可以达到新奥法提出的既安全又经济的最佳支护状态。文中用两个工程实例验证了所提出的方法

     

    Abstract: Based on the creep mechanism and the rule of controlling creep , this paper gives a method of calculating optimum support for soft rock. By this method the optimum support pressure and the allowable maximum deformation in surrounding rock can be calculated. The optimum support means a condition which is both safe and economic as suggested by NATM. Two examples are given to verity the established method.

     

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