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膨胀岩与隧洞稳定
Swelling Rocks And Stability of Tunnels
【摘要】 本文提出膨胀岩的特性分类;膨胀机制是归因于物理-化学效应和由于蠕变、弹性恢复及扩容引起的流变效应;事实上,是这两种效应结合的结果。文中强调了矿物和物理化学试验的重要性;建议了几种流变试验的方法,对常规膨胀试验进行了分析。本文还提出了用于扩容的二维扩容本构方程,并计算了隧洞周围的扩容区。
【Abstract】 A Characterization of Swelling rocks is proposed; the swelling mechanism is attributed to physico-chemical effects and rheological effects due to creep. elastic recovery and dilatancy;usually a combination of both effects is the case. The importance of mineralogical and physico-chemical tests is stressed. Some rheological testing methods are suggested. An analysis is given of the routine swelling test. Two-dimentional dilatancy constitutive equations for dilatancy are presented and the dilatant zone around a tunnel is computed.
- 【文献出处】 岩石力学与工程学报 ,Chinese Journal of Rock Mechanics and Engineering , 编辑部邮箱 ,1983年01期
- 【被引频次】174
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