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Observation and Prediction of Settle of Bridge Pier and Abutment of Harbin—Dalian Passenger Dedicated Line |
YANG Ji—xin,ZHU Wei—wei,DING Lan |
Wuhan University of Technology,Hubei,Wuhan 430063,China |
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Abstract Research purposes: Taking the settlement observation of Yunlianghe Bridge of Harbin—dalian Passenger Dedicated Line as the background,the introduction is given to the observation method and requirement for settlement observation of Yunlianghe Bridge.The general analysis of the future settlement volume of the pier and abutment is made with curve fitting method and the prediction model for the accumulated setdement established by the metabolic GM(1,1) model of gray system So as to know the settlement law.
Research conclusions: The settlement of the pier and abutment of Yunlianghe Bridge of Harbin—Dalian Passenger dedicated Line becomes stable.With the metabolic GM(1,1)model of gray system,the prediction model for accumulated settlement can be established easily because of needing a little measured data.Although there is a certain gap between the predicted data and the measured data,but the prediction model can reflect the change trend of the settlement at the observation point and the approximate settlement volume at t}le observation point can be known before the next observation,80 the prediction model is significant in prediction of the settlement.In addition,the prediction model has a high accuracy and it can be used for prediction of the accumulated settlement.
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Received: 21 April 2010
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[1] 李结元,圣少兵.武广客专线新广州站桥梁工程沉降观 测方案[J].铁道勘察, 2007(5): 44 -46.
Li Jieyuan, Sheng Shaobing. Procedure for Observation on Bridge Engineering Settlement of New Guangzhou Railway Station in Wuhan -Guangzhou Passenger Dedicated Line [ J ]. Railway Investigation and Surveying, 2007( 5) : 44 -46.
[2] 闫希文.郑西客运专线桥涵基础沉降观测方法[ J ].桥 梁建设, 2008 (1) : 80 -83.
Yan Xiwen. Observation Method for Foundation Settlement of Bridges and Culverts of Zhengzhou -Xi can Passenger Dedicated Railway[J]. Bridge Construction, 2008(1) : 80 -83.
[3] 丁愿文.京津城际铁路桥梁沉降观测与评估技术[J].中 国工程科学, 2009, 11(1): 43 -47.
Ding Yuanwen. Technology on Settlement Monitoring and Evaluation in Bridge Pier in Beijing -Tianjin Inter -city Railway [J]. China Engineering Sciences, 2009( 11) : 43 -47.
[4] 杨吉新,李佳明.哈大客运专线桥涵基础沉降观测分析 与建议[J].铁道工程学报, 2010(1): 38 -41.
Yang Jixin, Li Jiaming. Observation, Analysis and Suggestion to the Foundation Settlement of Bridgesand Culverts of Harb in -Dalian Passenger Dedicated Line [J]. Journal of Railway Engineering Society, 2010(1): 38 -41.
[5] 田维渊,万里红,胡宝荣.大桥施工过程中的沉降观测及 沉降灰色模型预测的探索[J].四川测绘, 2007(5): 230 - 234.
Tian Weiyuan, Wan Lihong, Hu Baorong. The Technology of the Settlement Observation and Exploration for Prediction Model of Grey System in Bridge Construction Process [J ]. Sichuan Mapping, 2007(5): 230 -234.
[6] 邓聚龙.灰色系统基本方法[M ].武汉:华中理工大学出 版社, 1996.
Deng Julong. Basic Method of Gray Syetem [M ]. Wuhan:Huazhong Polytechnic University Press, 1996.
[7] 袁嘉祖.灰色系统理论及其应用[M ].北京:科学出版 社, 1991.
Yuan Jiazhu. Grey System Theory and Application [M ]. Beijing: Science Press, 1991.
[8] 黄声享.变形监测数据处理[M ].武汉:武汉大学出版 社, 2003.
Huang Shengxiang. Data Processing of Deformation Monitoring [ M ]. Wuhan: Wuhan University Press, 2003.
[9] 郭超,闫澍汪,宋绪国.京津城际路基沉降数值模拟与原 位观测对比分析[J].铁道工程学报, 2009(8): 38 -41.
Guo Chao, Yan Shuwang, Song Xuguo. Comparison and Analyses of Num erical Simulation and in Situ Observed Data of Subgrade Subsidence of Beijing - Tianjin Intercity Railway [ J ]. Journal of Railway Engineering Society, 2009(8): 38 -41.
[10]尤昌龙.无碴轨道工后沉降变形观测、评估的集成理念 [J].铁道工程学报, 2007(3): 25 -28.
You Changlong. The Integration Concept on Observation and Evaluation of Ballastless Track [J ]. Journal of Railway Engineering Society, 2007(3): 25 -28.
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