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Influence of Karst cave's position on wall rock long-term stability of tunnel

机译:岩溶洞穴位置对隧道围岩长期稳定性的影响

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Karst cave is aimportant problem for the construction. This paper performs numerical analysis of influence of Karst cave's position on wall rock of the tunnel by using the RFPA software. The results show that with respect to different form of distribution, when comparing the effect to the stability of surrounding rock, the largest one is then side cave, then the bottom cave, die smallest is the top cave. The destroying domino effect area is mainly concentrated on the area beside the plane and the bottom of the cave, while top cave has relatively weaker effect to surrounding rock. Furthermore, the side cave often leads to transfixion failure.
机译:喀斯特洞穴是施工的目标问题。本文通过使用RFPA软件对喀斯特洞穴位置对隧道壁岩体的影响进行数值分析。结果表明,在不同形式的分布形式,当比较围岩稳定性的效果时,最大的一个是侧洞,然后底部洞穴,模具最小的是顶部洞穴。破坏的多米诺骨效应区域主要集中在飞机和洞穴底部旁边的区域上,而顶部洞穴对周围岩石的影响相对较弱。此外,侧洞通常会导致晶体失效。

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