| 四车道大跨度隧道边坡稳定性分析 |
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| 引用本文： | 宋春明,时宝智.四车道大跨度隧道边坡稳定性分析[J].山西建筑,2009,35(22):340-341. |
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| 作者姓名： | 宋春明 时宝智 |
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| 作者单位： | 中铁十六局集团第四工程有限公司,北京,101400 |
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| 摘 要： | 根据大量隧道边坡监测数据的经验总结，以泉厦扩建工程大帽山隧道边坡为例，对大跨度隧道进洞过程中的边坡监测数据进行分析，通过边坡变形量测控制大跨度隧道的稳定性，对大断面隧道监测过程具有一定的指导作用。
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| 关 键 词： | 大跨度隧道 边坡 监测 稳定性 |
Slope stability analysis on large-span tunnel with four-lane |
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| SONG Chun-ming,SHI Bao-zhi.Slope stability analysis on large-span tunnel with four-lane[J].Shanxi Architecture,2009,35(22):340-341. |
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| Authors: | SONG Chun-ming SHI Bao-zhi |
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| Affiliation: | SONG Chun-ming SHI Bao-zhi |
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| Abstract: | This paper according to experience summary of a large number of monitoring data. Slope monitoring data of large-span tunnel was analyzed, taking Damaoshan tunnel for example, which was Quan-Xia extension project. Large-span tunnel's stability was controlled by slope deformation measurement, which would be good reference to similar large-span tunnels' monitoring. |
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| Keywords: | large-span tunnel slope monitoring stability |
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