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大柳树坝址松动岩体发育深度研究

Study on the Depth of Dynam-relaxed Rock Mass at Daliushu Dam Site

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【作者】 王生俊

【Author】 WANG Sheng jun~(1,2) (1.Department of Civil Engineering,Beijing University of Aeronautics and Astronautics,Beijing 100083;2.Hebei Road & Bridge Monitoring Tech.Co.Ltd.Shijiazhuang 050021,China)

【机构】 北京航空航天大学土木工程系 北京100083河北道桥工程检测有限公司石家庄050021

【摘要】 通过对坝址勘探平硐中岩体张开结构面的精确统计以及对岩体硐壁及钻孔的波速测试,初步查明了坝址区松动岩体的发育深度,并用物理模型模拟坝址区地震条件,进一步验证了坝址区松动岩体的发育深度。

【Abstract】 The earlier stage investigation indicates that there exists large scale dynam-relaxed rock mass at Daliushu dam site.The developed depth of dynam-relaxed rock mass in the dam site area is basically found by precise statistics of the rock mass stretch constructional face in the exploration adit and by tests of the rock mass adit wall wave velocity and borehole wave velocity.It is further verified by using physical model to imitate the seismic condition in the dam site area.

【关键词】 大柳树坝址松动岩体深度
【Key words】 Daliushu dam sitedynam-relaxed rock massdepth
  • 【文献出处】 土工基础 ,Soil Engineering and Foundation , 编辑部邮箱 ,2006年05期
  • 【分类号】TV223.3
  • 【被引频次】4
  • 【下载频次】33
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