某铁路隧道出口岩质高边坡稳定性评价 |
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引用本文: | 韩会勋.某铁路隧道出口岩质高边坡稳定性评价[J].路基工程,2018,0(3):167. |
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作者姓名: | 韩会勋 |
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作者单位: | 中国铁路设计集团有限公司, 天津 300142 |
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摘 要: | 针对某铁路隧道出口高边坡复杂岩体结构特征,在工程地质调查基础上,对病害进行分区与工程地质分析,应用CSMR法对隧道出口6处高边坡关键病害区的整体稳定性进行了评价。结果表明:该隧道出口边坡稳定性较差,建议进行及时治理。
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关 键 词: | 高边坡 CSMR法 稳定性评价 岩体结构 铁路隧道 |
收稿时间: | 2019-11-11 |
Stability Evaluation for High Rock Slope of the Exit of a Railway Tunnel |
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Abstract: | For the complicated rock structural characteristics of high rock slope of a railway tunnel exit, based on geological survey and theoretical analysis, the method of CSMR was used to evaluate the overall stability of key disease areas of the 6 high rock slope of a tunnel exit. The results show that the stability of the high rock slope is poor, which needs to be treated in time. |
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