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考虑岩石破裂后变形特性的巷道围岩特征曲线
引用本文:陈庆敏 袁亮. 考虑岩石破裂后变形特性的巷道围岩特征曲线[J]. 辽宁工程技术大学学报(自然科学版), 1998, 17(2): 151-155
作者姓名:陈庆敏 袁亮
作者单位:[1]中国矿业大学采矿工程系 [2]淮南矿务局总工办
摘    要:给出了岩石破坏后侧向应变与纵向应变之比与围压之间的定量相关关系,并利用霍克-布朗(Hock-Brown)的节理岩体经验强度准则,推导出了考虑岩石破坏后变形特性的巷道围岩特征曲线方程,并给出了一个工程算例。结果表明,理论结果与实测结果比较吻合。

关 键 词:破裂岩石 变形 特征曲线 巷道 围岩

Ground Response Curves for Rock Tunnels by Taking the Deformation Characteristics of Broken Rock into Consideration
Chen Qingmin Yuan Liang. Ground Response Curves for Rock Tunnels by Taking the Deformation Characteristics of Broken Rock into Consideration[J]. Journal of Liaoning Technical University (Natural Science Edition), 1998, 17(2): 151-155
Authors:Chen Qingmin Yuan Liang
Abstract:The relationship between the ratio of the lateral strain and longitudinal strain and the confining pressure is established.With Hoek-Brown empirical failure criterion for joint rockmass,the authors present the solutions of ground response curves by taking the deformation characteristics of broken rock into consideration Finally , verification of the theoretical analysis results is made with a engineering example of Xieqiao Colliery.
Keywords:broken rock  deformation  ground response curv
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