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隧道围岩变形预测的GM(1,1)模型优化分析
引用本文:王义国,韩爱民,王军,刘晓燕,刘军,施春晖.隧道围岩变形预测的GM(1,1)模型优化分析[J].现代交通技术,2009,6(5):47-50.
作者姓名:王义国  韩爱民  王军  刘晓燕  刘军  施春晖
作者单位:1. 南京工业大学土木工程学院,江苏南京,210009
2. 江苏省交通科学研究院,江苏南京,210017
3. 无锡市公路管理处,江苏无锡,214031
摘    要:基于灰色理论的GM(1,1)模型对隧道围岩变形进行短期预测,研究结果表明,隧道围岩变形差值数列的光滑性比累计变形数列的光滑性好,用围岩位移变形差值数列作为原始数列,预测精度更高。

关 键 词:隧道  围岩  变形  GM(1  1)模型  预测

Optimization Analysis on Tunnel Surrounding Rock Deformation Prediction Based on GM(1, 1)
Wang Yiguo,Han Aimin,Wang Jun,Liu Xiaoyan,Liu Jun,Shi Chunhui.Optimization Analysis on Tunnel Surrounding Rock Deformation Prediction Based on GM(1, 1)[J].Modern Transportation Technology,2009,6(5):47-50.
Authors:Wang Yiguo  Han Aimin  Wang Jun  Liu Xiaoyan  Liu Jun  Shi Chunhui
Institution:1.College of Civil Engineering, Nanjing University of Technology, Nanjing 210009, China; 2.Jiangsu Transportation Research Institute, Nanjing 210017, China; 3.Wuxi Highway Administration Office, Wuxi 214031, China)
Abstract:In this paper, the GM ( 1, 1 ) model based on grey theory is used to predict short-term deformation for tunnel surrounding rock. The results indicate that the smoothness of difference series is better than the smoothness of cumulative value of tunnel surround rock deformation. This paper use the difference series of tunnel surround rock deformation as original series, and it has higher accuracy in prediction.
Keywords:tunnel  surrounding rock  deformation  GM (1  l ) model  prediction
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