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雷用, 黄承忠, 邱洪. 超限岩质高边坡对既有隧洞影响及对策研究[J]. 岩土工程学报, 2012, 34(suppl): 352-357.
引用本文: 雷用, 黄承忠, 邱洪. 超限岩质高边坡对既有隧洞影响及对策研究[J]. 岩土工程学报, 2012, 34(suppl): 352-357.
LEI Yong, HUANG Chen-zhong, QIU Hong. Influence of ultra-high rocky slopes on existing tunnels and countermeasures[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(suppl): 352-357.
Citation: LEI Yong, HUANG Chen-zhong, QIU Hong. Influence of ultra-high rocky slopes on existing tunnels and countermeasures[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(suppl): 352-357.

超限岩质高边坡对既有隧洞影响及对策研究

Influence of ultra-high rocky slopes on existing tunnels and countermeasures

  • 摘要: 通过某工程实例,采用FLAC程序建立二维模型,结合边坡工程设计与施工的总结,就超限岩质高边坡对既有隧洞的影响及对策进行研究,主要包括超限高边坡开挖未支护、支护工况下隧洞的应力、应变分布规律,采取相应支护结构进行支挡等对策。研究有重要的理论和实际意义。

     

    Abstract: Influence of ultra-high slopes on the existing tunnels and countermeasures are studied by an engineering example two-dimensional model with FLAC procedure combined with the experience of design and construction of slope engineering. This research mainly includes the distribution laws of stress and strain on tunnels of unbraced and braced ultra-high slopes and the countermeasure of retaining structures. It is of important theoretical and practical significance.

     

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