| 输水线路一干5号至8号隧洞工程地质条件透析 |
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| 引用本文： | 安月莲.输水线路一干5号至8号隧洞工程地质条件透析[J].科技情报开发与经济,2008,18(7):217-218. |
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| 作者姓名： | 安月莲 |
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| 作者单位： | 山两省汾河水利管理局,山西太原,031100 |
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| 摘 要： | 以工程地质勘测所获取的资料为基础，以岩土物理力学性质参数为依据，对输水线路一干5号至8号隧洞围岩进行了工程地质条件的评析。
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| 关 键 词： | 输水线路 隧洞工程 节理裂隙 地质条件 |
| 文章编号： | 1005-6033(2008)07-0217-02 |
| 修稿时间： | 2008年2月4日 |
Analysis on the Engineering Geological Conditions of No.5 to No.8 Tunnels in NO.1 Trunk of Water Conveyance Line |
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| AN Yue-jian.Analysis on the Engineering Geological Conditions of No.5 to No.8 Tunnels in NO.1 Trunk of Water Conveyance Line[J].Sci-Tech Information Development & Economy,2008,18(7):217-218. |
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| Authors: | AN Yue-jian |
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| Institution: | AN Yue-lian |
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| Abstract: | Based on the data from engineering geological survey,and taking the parameters of physical and mechanical properties of soil and rock as the foundation,this paper analyzes the engineering geological conditions of No.5 to No.8 tunnels in NO.1 trunk of water conveyance line. |
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| Keywords: | water conveyance line tunnel engineering joint fissure geological condition |
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