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清江库区丹水撇洪渠边坡变形监测与变形分析
引用本文:刘祖强,刘彦杰. 清江库区丹水撇洪渠边坡变形监测与变形分析[J]. 地理空间信息, 2007, 5(3): 89-92
作者姓名:刘祖强  刘彦杰
作者单位:长江三峡勘测研究院有限公司(武汉)湖北,武汉,430070
摘    要:丹水撇洪渠属4级建筑物,能否安全运行关系到丹水及上游人民的生命和财产安全。撇洪渠运行几年来,两岸边坡已先后出现了多处拉裂缝。在该边坡治理过程中,对边坡进行了变形监测工作。通过监测,及时预报了左岸89m马道TP23处2004年8月22日凌晨1时左右的坡体滑塌,并对稳定性进行了分析。

关 键 词:变形监测  分析  撇洪渠  边坡
文章编号:1672-4623(2007)03-0089-03
修稿时间:2005-11-10

Deformation Monitoring Analysis for Side Slope of Danshui Distribute Flood Dike of Qingjiang Reservoir Area
LIU Zuqiang,LIU Yanjie. Deformation Monitoring Analysis for Side Slope of Danshui Distribute Flood Dike of Qingjiang Reservoir Area[J]. Geospatial Information, 2007, 5(3): 89-92
Authors:LIU Zuqiang  LIU Yanjie
Affiliation:Changjiang Three Gorges Investigation Research Institute Limited Company, Wuhan 430070, China
Abstract:The safety running of Danshui distribute flood dike was vital to Danshui and upriver people's life and property safety. Some slit appeared at it's two side bank during pie flood dike running in those years. Side slop deformation monitor is carried through in the course of side slope manage. And slope collapse was forecasted in time which accrued at the mark of TP23 in 89 m road of left bank at about 1:00 A.M. on August 22 in 2004.
Keywords:deformation monitoring   analysis   Danshui distribute flood dike    side slope
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