| 万家寨引黄工程南干7~#洞膨胀岩洞段工程地质特性 |
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| 引用本文： | 崔阿李,刘松林,尚建革. 万家寨引黄工程南干7~#洞膨胀岩洞段工程地质特性[J]. 山西水利科技, 2000, 0(2) |
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| 作者姓名： | 崔阿李 刘松林 尚建革 |
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| 作者单位： | 山西省万家寨引黄工程总公司(崔阿李)，山西省水利科学研究所(刘松林)，山西省水文水资源勘测局(尚建革) |
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| 摘 要： | 膨胀岩易吸水膨胀、失水崩裂 ,其稳定性差。对隧洞的设计、施工和运行将产生综合性的影响。引黄工程南干 7号隧洞 2 895m长的洞段穿过膨胀岩地层。本文介绍了膨胀岩的特性及对引黄工程的影响。
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| 关 键 词： | 隧洞 膨胀岩 工程地质 |
Engineering Geologic Properties of Rock Section In No.7 Tunnel of the South Main Line of the YRDP |
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| Cui Ali Lin Songlin Shang Jiange. Engineering Geologic Properties of Rock Section In No.7 Tunnel of the South Main Line of the YRDP[J]. Shanxi Hydrotechnics, 2000, 0(2) |
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| Authors: | Cui Ali Lin Songlin Shang Jiange |
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| Affiliation: | Cui Ali Lin Songlin Shang Jiange |
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| Abstract: | The distribution and engineering geologic properties of the swelling rock in No.7 Tunnel of the South Main Line of the YRDP are introduced in this paper,the influence of its swelling,crumbling and poor stability on the YRDP is analyzed,and some corresponding countermeasures are given finally. |
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| Keywords: | Tunnel Expansive Rock Engineering Geology |
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