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筠连隧道水文地质分区及涌突水危险性评价
引用本文:张会刚,刘兴,孙彭城,付开隆.筠连隧道水文地质分区及涌突水危险性评价[J].路基工程,2019,0(4):222-227.
作者姓名:张会刚  刘兴  孙彭城  付开隆
作者单位:中铁二院工程集团有限责任公司,成都,610031;四川省煤田地质工程勘察设计研究院,成都,610000;重庆地质矿产研究院,重庆,401120
摘    要:基于筠连隧道工程地形地貌、地层岩性、地质构造、水文地质等条件的研究,进行了水文地质单元划分。在水文地质分区的基础上对筠连隧道进行施工涌突水危险性评价,总体上隧道中危险区以上占96.2%,涌突水危险性较大;在水文地质分区及涌突水危险性评价的基础上,又对初步拟定的隧道施工工作面进行危险性评价,为优化工作面的选择提供依据。

关 键 词:隧道工程  封闭储水构造  水文地质分区  施工涌突水  危险性评价
收稿时间:2019-11-10

Hydrogeological Subdivision of Junlian Tunnel and the Risk Assessment of Water Inrush
Abstract:Depending on the studies of the topographical, lithological, geological structure and hydrogeological conditions of Junlian Tunnel, the hydrogeological subdivisions were made and, on this basis, the risk assessment of water inrush in the construction was carried out. Generally, the subdivisions of the Tunnel subject to intermediate risk or above occupied 96.2% with high risk of water inrush. Next, given the subdivisions and the inrush assessment, the risk assessment on the tunnel face to be mapped out initially was conducted as well, providing the basis of tunnel face optimization.
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