Liu Hui,Zhang Ce.On top of a large longitudinal beam deviation factors pier ［J］.Communications Science and Technology Heilongjiang,2013(4):76-78.
[4]
［4］ 何永琦.高墩桥墩顶位移现场监测系统的研发［D］.重庆:重庆大学,2004.
[5]
He Yongqi.Research and Development of Field Monitoring System for the Displacement of the Pier for the High-pier Bridge ［D］.Chongqing:Chongqing University,2004.
[6]
［5］ 张菊.大佛寺长江大桥现场监测软件的开发和应用［D］.重庆:重庆大学,2003.
[7]
Zhang Jv.Development and Application of A Large Buddhist Temple Site Monitoring Software Yangtze River Bridge ［D］.Chongqing:Chongqing University,2003.
[8]
Leica.Leica Total Station Monitoring Application automatically album ［G］.Shanghai:Leica,2010.
Guo Jingjun,Dai Lianjun,Lu Yunchuan.Research on Humen bridge GPS (RTK) real time displacement monitoring ［J］.Bulletin of Surveying and Mapping,2002(12):4-6.
Shan Chenglin,Wang Xiangjian.Dynamic analysis of bridge-vehicle system of continuous horizontally curved bridges ［J］.Journal of Chongqing Jiaotong University,1991,10(2):10-18.
Chen Sitian,Wang Shihuai,Wang Cheng.Dynamic test and analysis of narrow-gauge railway two-way curved arch bridge ［J］.Journal of Chongqing Jiaotong University,1995,14(3):9-13.
[15]
Chen Jing.Mountain highway bridge construction technology and its characteristics ［J］.China’s Hi-Tech Enterprises,2009(2):147-149.
Wei Kaibo.Mechanical properties of continuous curved girder bridge analysis and design countermeasures ［J］.Shanxi Architecture,2010(2):318-320.
[18]
［6］ 徕卡公司.徕卡自动全站仪监测应用专集［G］.上海:徕卡公司,2010.
[19]
Fang Yuanmin,Nie Weidong.Analysis of the application of declivity instrument in deformation monitoring ［J］.Journal of Kunming University of Science and Technology,1999,24(1):55-59.
