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ZHANG Dong-ming, CHEN Jiang, HE Hong-fu, ZHANG Xing-hua. Unequal interval grey model based on dynamic correction of time-distance weight[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(6): 1137-1141.
Citation: ZHANG Dong-ming, CHEN Jiang, HE Hong-fu, ZHANG Xing-hua. Unequal interval grey model based on dynamic correction of time-distance weight[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(6): 1137-1141.

Unequal interval grey model based on dynamic correction of time-distance weight

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  • Published Date: June 19, 2012
  • The predicted results of the traditional unequal interval GM (1,1) model always have greater residuals, and a large variety of residual rates, which needs to establish a residual error model to amend them. In view of this situation, a grey prediction model for slope displacement based on the correction of time-distance weight is established by redistributing the time-distance weight in the process of data accumulation or regression, and by determining the optimal time-distance weights after research and checking. During the data regression and reduction, time-distance weights are corrected dynamically based on the trends in the residual rate. The values of dynamic correction make predictions more close to the monitoring results. In the model, both time-varying and gray property are adequately considered to reduce the whole prediction error and improve the prediction accuracy. The case study shows that the fitting precision is high and the prediction is reliable. The proposed model, which is of a certain theoretical and practical significance, can be employed to predict effectively the tendency and results of slope displacement in the short term and middle term.
  • [1]
    马文涛 . 基于灰色最小二乘支持向量机的边坡位移预测 [J]. 岩土力学 , 2010, 31 (5): 1670 – 1674. (MA Wen-tao. Forecasting slope displacements based on grey least square support vector machines[J]. Rock and Soil Mechanics, 2010, 31 (5): 1670 – 1674. (in Chinese))
    [2]
    WU Cheng-mau, WEN Jet-chau, CHANG Kou-chiang. Evaluation of the gray model GM(1,1) applied to soil particle distribution[J]. Soil Science Society of America Journal, 2009, 73 (6): 1775 – 1785.
    [3]
    蒋 刚 , 林鲁生 , 刘祖德 , 等 . 边坡变形的灰色预测模型 [J]. 岩土力学 , 2000, 21 (3): 243 – 346. (JIANG Gang, LIN Lu-sheng, LIU Zu-de, et al. Prediction grey model for slope displacement[J]. Rock and Soil Mechanics, 2000, 21 (3): 243 – 346. (in Chinese))
    [4]
    王在泉 . 边坡动态稳定预测预报及工程应用研究 [J]. 岩石力学与工程学报 , 1998, 17 (2): 117 – 122. (WANG Zai-quan. Prediction of dynamic stability and its application in a slope project[J]. Chinese Journal of Rock Mechanics and Engineering , 1998, 17 (2): 117 – 122. (in Chinese))
    [5]
    许 江 , 季惠英 , 唐晓军 . 不等时距灰色模型的边坡位移预测及软件化 [J]. 重庆大学学报 , 2008, 31 (5): 563 – 567. (XU Jiang, JI Hui-ying, TANG Xiao-jun. Predication and calculational software for slope displacement of unequal interval gray model[J]. Journal of Chongqing University, 2008, 31 (5): 563 – 567. (in Chinese))
    [6]
    蒋忠信 . 泥石流沟谷演化的不等时距灰色预测 [J]. 地理研究 , 1994, 13 (3): 53 – 59. (JIANG Zhong-xin. An unequal interval gray forecast to the development of debris flow valley[J]. Geographical Research, 1994, 13 (3): 53 – 59. (in Chinese))
    [7]
    CHIANG W L. Dynamic slope stability analysis by grey prediction[J]. Kao Yuan J (Taiwan), 1996, 5 (2): 253 – 259.
    [8]
    李克刚 , 许 江 , 黄国耀 . 基于不等时距 GM (1,1) 模型预测边坡失稳变形 [J]. 地下空间与工程学报 , 2006, 2 (6): 988 – 992. (LI Ke-gang, XU Jiang, HUANG Guo-yao. Prediction for slope displacement based on unequal interval GM (1,1) model[J]. Chinese Journal of Underground Space and Engineering, 2006, 2 (6): 988 – 992. (in Chinese))
    [9]
    DENG J L. Introduction to grey system[J]. Grey Syst, 1989, 1 : 1 – 24.
    [10]
    邓聚龙 . 灰色预测与决策 [M]. 武汉 : 华中理工大学出版社 , 1988: 86 – 128. (DENG Ju-long. Grey prediction and decision[M]. Wuhan: Huazhong University of Science and Technology Press, 1988: 86 – 128. (in Chinese))
    [11]
    邓聚龙 . 灰色系统基本方法 [M]. 武汉 : 华中理工大学出版社 , 2005: 130 – 138. (DENG Ju-long. The primary methods of grey system theory and decision[M]. Wuhan: Huazhong University of Science and Technology Press, 2005: 130 – 138. (in Chinese))
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