摘要
珊溪面板堆石坝平面变形控制网由8个控制点组成,自2001年1月至今共监测十期,每期均进行边角同测。利用拟稳平差和经典平差等理论对珊溪面板堆石板平面变形控制网10期监测资料进行数据处理和稳定分析,找出了基准点和工作基点,为监测坝体时效位移可靠性提供了基准依据。
The horizontal deformation control network of Shanxi face rockfill dam is composed of 8 control points It is monitored for a total of ten periods since January 2001 to present. Both data processing and stability analysis are conducted on the ten phases of monitoring data of plane deformation networks for Shanxi Face Rockfill Dam by applying such theoriesas quasi-stable adjustment and classical surveying adjustment, finding out the reference point and work will provide standard bases for monitoring the stable time-effect displacement of dam body.
出处
《水利建设与管理》
2018年第1期12-15,共4页
Water Conservancy Construction and Management
关键词
边角网
稳定分析
面板堆石坝
triangulateration network
stability analysis
concrete face rockfill dam （CFRD）
