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Optimal Combination Prediction of Tunnel Deformation Based on OWGA Operators |
LIU Shao-tang,LIU Wen-kai,ZHANG Hui-feng , PAN Jie-chen |
Henan Institute of Engineering,Zhengzhou,Henan 451191,China |
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Abstract Research purposes: In order to predict tunnel deformation developments,this paper proposed the optimal combination prediction model of tunnel deformation,based on literature review and the number of gray relational degree OWGA operators,using the latest nonlinear predictive theory,combined with specific engineering practice. Taking the logarithm of the gray relational degree between predictive value sequence and the observational value sequence as the objective function,integrated ordered geometric weight based on prediction accuracy. The analyses using the MATLAB in Grey,exponential smoothing, ARMA and the new model are to test the effectiveness and the rationality of the new model.
Research conclusions:Compared to grey prediction,smoothing prediction,ARMA prediction,the prediction accuracy of optimal combination prediction of tunnel deformation based on the number of gray relational degree OWGA operators is higher with minimum error. Its forecasting result is not only reasonable and effective,but also is optimal. This research can be applied to tunnel safety monitoring and deformation prediction field.
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Received: 22 September 2013
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[1]刘绍堂,王志武.隧道围岩收敛监测方法及其特点[J]. 铁道建筑,2008(7) ;44-46.
Liu Shaotang, Wang Zhiwu. Convergence Monitoring of Tunnel Walls[J].Railway Engineering, 2008(7): 44-46.
[2]许建聪.隧道围岩-初支系统灰色突变失稳预测模型研究[J].岩石力学与工程学报,2008(6);1181-1187.
Xu Jiancong. Gray Prediction Model of Tunnel Surrounding Rock-Instability Primary Support System [J].Chinese Journal of Rock Mechanics and Engineering, 2008(6);1181-1187.
[3]毕卫国,田岗,张耀庆,等.运用灰色理论预测隧道变形的探讨[J].现代隧道技术,2011(6);53-57.
Bi Weiguo, Tian Gang, Zhang Yaoqing, Etc. Discussion on the Gray Theory Predicts of Tunnel Deformation[ J].Modern Tunneling Technology,2011, 06;53-57.
[4]赵言,花向红.指数平滑与曲线拟合模型在沉降监测中的应用[J].测绘信息与工程,2010(5);44-46.
Zhao Yan, Zhao Xianghong. Exponential Smoothing and Curve Fitting Models in Settlement Monitoring [J].Journal of Geomantics , 2010 ( 5) ; 44-46.
[5]李颖.时间序列指数平滑算法的改进研究「D1阜新:辽宁工程技术大学,2009.
Li Ying. Time Series Exponential Smoothing Algorithm Research[D].Fuxin ; Liaoning Technical University , 2009.
[6].张乐.地铁隧道施工地表沉降预测模型及实证研究 [D].武汉:华中科技大学,2011.
Zhang Yue. Subsidence Prediction Model and Empirical Research of Metro Tunnel Construction Surface[DJ.Wuhan;Huazhong University of Science, 2011.
[7].李品钮.隧道现场施工监控量测数据分析中回归模型的 选择与优化[D].长沙:长沙理工大学,2012.
Li Pinyu. Selection and Optimization of Monitoring Measurement Data Analysis Regression Model on Tunnel Construction Site[D].Changsha ; Changsha University of Science&Technology, 2012.
[8]刘绍堂,潘洁晨.-种隧道整体收敛变形表达方法[J]. 现代隧道技术,2013(5);34-37.
Liu Shaotang, Pan Jiechen. A Tunnel Overall Convergence Deformation Presentation Method[J]. Modern Tunnelling Technology, 2013 ( 5) ; 34-37.
[9]Antonio Abellan,Jaume Calvet,Joan Manuel Vilaplana, Julien Blanchar[ D].Detection and Spatial Prediction of Rockfalls by Means of Terrestrial Laser Scanner Monitoring[ C].Geomorphology, 2010 ( 9):162-171.
[10] Lindenberg, R.,Uchanski, L.,Bucksch, A.,Van Gosliga, R. Structural Monitoring of Tunnels Using Terrestrial Laser Scanning[J].Reports of Geodesy, 2009(7):231-239.
[11]Fekete, S.,Diederichs , M.,Lato, M. Geotechnical and Operational Applications for 3-Dimensional Laser Scanning in Drill and Blast Tunnels[J].Tunneling and Underground Space Technology , 2010 ( 5:614-628.
[12]Delaloye. Development of A New Methodology for Measuring Deformation in Tunnels and Shafts With Terrestrial Laser Scanning Lidar Using Elliptical Fitting Algorithms [ D ].Queen's University,2012.
[13]Simeoni, L.,Zanei, L. A Method for Estimating the Accuracy of Tunnel Convergence Measurements Using Tape Distometers[J].International Journal of Rock Mechanics and Mining Sciences , 2009 ( 4 ) ; 796-802.
[14]Liu S. T.,Wang Z. W. Deformation Monitoring During Construction of Subway Tunnels in Soft Ground[C]. Proceeding of the 6th International Symposium Geotechnical Aspects of Underground Construction in Soft Ground(IS-Shanghai 2008).Crc Press, 2008: 312-317.
[15]刘绍堂,潘国荣.基于激光扫描的隧道变形监测的误差 来源及变形分析[J].铁道工程学报,2013(5);69-74.
Liu Shaotang, Pan Guorong. Sources of Errors and Deformation Analysis of Laser Scanning Based Tunnel Deformation Monitoring[J] .Journal of Railway Engineering Society, 2013 ( 5 ) ; 69-74.
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