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长距离小断面引水隧洞涌水及渗水处理方案探讨
引用本文:张健,刘海真.长距离小断面引水隧洞涌水及渗水处理方案探讨[J].广东水利水电,2014(3):18-21.
作者姓名:张健  刘海真
作者单位:[1] 贵州省水利投资 集团 有限责任公司,贵州贵阳550003 [2] 中铁十二局集团有限公司,山西太原,030012
摘    要:大山哨隧洞全长8641 m,最大开挖断面仅为4.4 m×5.243 m,整条隧洞均位于地下水位以下,岩溶和裂隙较发育。针对该隧洞轴线长、断面小特点,以及在开挖中出现多处涌水和多段渗水情况,通过采取一系列系统的工程处理措施,有效解决涌水和渗水对施工开挖和混凝土衬砌质量的影响,为同类工程施工积累了丰富的经验。

关 键 词:长距离  引水隧洞  涌水及渗水  探讨

Long Distance and Small Section of Diversion Tunnel in Gushing and Seepage Treatment Discusion
ZHANG Jian and LIU HaiZhen.Long Distance and Small Section of Diversion Tunnel in Gushing and Seepage Treatment Discusion[J].Guangdong Water Resources and Hydropower,2014(3):18-21.
Authors:ZHANG Jian and LIU HaiZhen
Affiliation:1. Guizhou water conservancy investment (Group) Co. , Ltd, GuiYang 550002, China; 2. China Railway twelve Bureau Group Co. , Ltd, Taiyuan 030012, China)
Abstract:DaShanShao tunnel length is 8 641m in length, and the maximum excavation section is 4.2 m ×4.943 m.The whole tunnel is located below the water table , and karst and fissure is developing .Aiming to long axis , and small section of the tunnel , and the emergence of a number of water gushing and multi section water seepage in excavation , a series of systems engineering treat-ment measures have been taken , which effectively solves the influences of gushing water and seepage of excavation on construction of lining concrete quality , as well as provides rich experience for similar project construction.
Keywords:long distance  diversion tunnel  gushing and seepage  discuss
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