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丹江口水利枢纽工程区域构造稳定性分析

Evaluation on regional tectonic stability of Danjiangkou Hydro-junction

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【作者】 黄振伟林仕祥黄海蛟丁淑平

【Author】 HUANG Zhen-wei LIN Shi-xiang HUANG Hai-jiao DING Shu-ping (Geological Department,Changjiang Geotechnical Engineering Company,Wuhan 430010,China)

【机构】 长江水利委员会长江岩土工程总公司

【摘要】 丹江口水利枢纽是南水北调中线重要的水源工程,初期工程大坝按地震烈度8度设防。根据区域地震活动资料以及空间和时间分布特征,从区域构造背景研究、近场区构造背景研究和工程场地断层活动性研究等3个层次出发,对工程场地的构造稳定性进行了评价,认为工程场地处于相对稳定的地块上,后期大坝加高工程可按地震烈度7度设防。

【Abstract】 Danjiangkou Hydro-junction is an important water source project in middle route of South-to-North Water Transfer Project.Its fortification intensity is determined at 8 degree at early days.In this paper,the author evaluates the tectonic stability of the engineering site based on 3 levels: regional tectonic setting,near-site tectonic setting,faulting at the engineering site.According to the above evaluation,the engineering site is believed to be located at relatively stable region,so the fortification intensity could be altered to 7 degree in the dam heightening project.

  • 【文献出处】 人民长江 ,Yangtze River , 编辑部邮箱 ,2009年16期
  • 【分类号】TV64;TV312
  • 【下载频次】45
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