| 佛岭隧道浅埋段围岩稳定性与支护结构体系工作性状 |
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| 引用本文： | 钱鸿.佛岭隧道浅埋段围岩稳定性与支护结构体系工作性状[J].交通标准化,2011(8):48-51. |
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| 作者姓名： | 钱鸿 |
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| 作者单位： | 安徽省高速公路控股集团有限公司,安徽,合肥,230051 |
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| 摘 要： | 结合绩黄高速佛岭隧道施工,在隧道右线洞口处YK28＋216断面进行围岩变形和支护结构受力的监控量测,分析围岩变形引起的洞室稳定特性和支护结构体系工作性状,并总结浅埋段隧道围岩变形和结构受力特点,该分析结果对佛岭隧道施工具有指导意义,对类似隧道的浅埋段设计、施工及研究具有借鉴和参考价值。
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| 关 键 词： | 隧道工程 围岩稳定性 支护结构体系 变形受力分析 |
Surrounding Rock Stability and Supporting Structure Performance in Foling Tunnel |
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| QIAN Hong.Surrounding Rock Stability and Supporting Structure Performance in Foling Tunnel[J].Communications Standardization,2011(8):48-51. |
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| Authors: | QIAN Hong |
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| Institution: | QIAN Hong(Anhui Expressway Holding Group Co.,Ltd.,Hefei 230051,China) |
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| Abstract: | Based on the Foling Tunnel construction in the Jixi to Huangshan Expressway,the deformations and stresses of surrounding rock and supporting structure were monitored and measured in the shallow part YK28+216 segment of Foling.The stability of surrounding rock deformation,the stresses and deformations of initial support were analyzed.The characters of surrounding rock deformation and structure stress were concluded in the results,which will give a reference to the construction of Foling Tunnel,and can be ref... |
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| Keywords: | tunnel engineering surrounding rock stability supporting structure system deformation and stress analysis |
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