| 糯扎渡水电站右岸构造软弱岩带工程地质特性及影响 |
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| 引用本文： | 李宝全,魏植生,李开德.糯扎渡水电站右岸构造软弱岩带工程地质特性及影响[J].水力发电,2005,31(5):28-29,42. |
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| 作者姓名： | 李宝全 魏植生 李开德 |
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| 作者单位： | 中国水电顾问集团昆明勘测设计院,云南,昆明,650051 |
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| 摘 要： | 分布于襦扎渡水电站坝基右岸的构造软弱岩带，其规模较大，且走向平行岸坡、倾向坡内，工程性状差，是襦扎渡水电站主要工程地质问题之一。从基本地质条件人手，对右岸构造软弱岩带的形成机制、工程地质特性及可能对工程的影响进行了分析，从而为水工设计提供了依据。
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| 关 键 词： | 构造软弱岩带 工程地质特性 糯扎渡水电站 |
| 文章编号： | 0559-9342(2005)05-0028-02 |
Engineering geological characteristics of right-bank weak tectonic rock zone of Nuozhadu Hydropower Station and its effect |
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| LI Bao-Quan,WEI Zhi-sheng,Li Kai-de.Engineering geological characteristics of right-bank weak tectonic rock zone of Nuozhadu Hydropower Station and its effect[J].Water Power,2005,31(5):28-29,42. |
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| Authors: | LI Bao-Quan WEI Zhi-sheng Li Kai-de |
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| Abstract: | A weak tectonic rock zone on the right bank of the project is large, with a strike paralleling to the bank slope and a dip against it. Because of its bad properties, it is one of the main engineering geological problems. This article starts with basic geological conditions, then analyzes the cause of the weak tectonic rock zone, its engineering geological characteristic and a possible effect on the project, and finally presents some powerful foundation for hydraulic design. |
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| Keywords: | weak tectonic rock zone engineering geological characteristic Nuozadu Hydropower Station |
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