二郎山隧道围岩二次应力场特征分析

Analysis on quadratic stress field characters of surrounding rock in Erlang mountain highway tunnel

  • 摘要: 围岩二次应力场是地下工程开挖后地应力释放并重新进行调整形成的,其分布和大小与工程地质条件及施工状况有关,并且直接影响着施工安全和支护措施的优化。本文利用适于现场操作的改进型应力恢复法现场测试围岩的二次应力场,结合数值模拟研究其沿隧道轴线及横断面方向的变化,分析其与原始地应力场、围岩类别、断裂构造、浅表生改造、地下水状态及施工状况等因素的相关性,不仅为地下工程围岩二次应力场研究提供了资料,而且为隧道信息化施工及时提供了信息。

     

    Abstract: With underground engineering excavated,geo-stress released and being regulated,surrounding rock quadratic stress field was formed.The distribution and magnitude of quadratic stress field relates to engineering geological condition and it affects safety construct and supporting measures directly.Quadratic stress field of surrounding rock was measured in site by using suitable for measuring and improved stress restoring method,combined numerical modeling,the variability features of surrounding rock quadratic stress field along the tunnel axis and cross-section were researched in this paper.The dependence between surrounding rocks quadratic stress and geo-stress field,surrounding rock class,fracture tectonic,epigenetic-surface formation,the state of underground water and construction,was analyzed.It has submitted data to research of quadratic stress field in underground engineering and information immediately to information construction in tunnel.

     

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