›› 2004, Vol. 25 ›› Issue (12): 1919-1922.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Unequal step lengths grey time-varying parameters model for settlement prediction

LIU Zhi-guo, CHEN Shan-xiong, XU Hai-bin   

  1. Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China
  • Received:2004-03-29 Online:2004-12-10 Published:2014-08-19

Abstract: The settlement prediction of soft ground is a typical time varying system, of which the parameters have time-varying property; hence, the time-varying property of parameters taken into account in the grey model for settlement prediction is significant. According to the information handling principle of the grey theory, the unequal step lengths grey time-varying parameters model for settlement prediction has been built. In the model, both time-varying and grey property are considered; and a forgetting factor, of which the optimum value is validated according to the posterior variance ratio c, is quoted in the model to correct prediction results. The example shows that the unequal step lengths grey time-varying parameters model for settlement prediction has applicability, and prediction error can be decreased and the prediction precision can be enhance by the grey time-varging paraheters model.

Key words: settlement prediction, time-varying parameters, forgetting factor, error checking, grey model

CLC Number: 

  • TU 433
  • Please send e-mail to pingzhou3@126.com if you would like to read full paper in English for free. Parts of our published papers have English translations.
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[2] CAO Wen-gui, YIN Peng, HE Min, LIU Tao. A combination method for predicting settlement based on new or old degree of data and adjustment of value interval of prediction [J]. , 2017, 38(2): 534-540.
[3] HUANG Guang-jun. Problems and their solutions in predicting soft ground settlement based on Asaoka’s method [J]. , 2016, 37(4): 1061-1065.
[4] LI Qi-yue , XU Jie , WANG Wei-hua , CHEN Xing-ming , ZHANG Jun . Roof settlement predicting based on multi-scale mathematical morphological analysis [J]. , 2013, 34(2): 433-438.
[5] LIU Han-bing,XIANG Yi-ming,RUAN You-xing. A multivariable grey model based on background value optimization and its application to subgrade settlement prediction [J]. , 2013, 34(1): 173-181.
[6] CHEN Shan-xiong ,WANG Xing-yun ,XU Xi-chang ,YU Fei ,QIN Shang-lin. Three-point modified exponential curve method for predicting subgrade settlements [J]. , 2011, 32(11): 3355-3360.
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[8] MA Wen-tao. Forecasting slope displacements based on grey least square support vector machines [J]. , 2010, 31(5): 1670-1674.
[9] GAO Feng. Analysis of stability and settlement prediction of cofferdam with geotextile bags on seaside soft foundation [J]. , 2010, 31(4): 1233-1237.
[10] QI Tao, ZHANG Qing-he, HU Xiang-dong, FAN Xin-jian. A practical approach for predicting surface settlements induced by shield tunneling [J]. , 2010, 31(4): 1247-1252.
[11] ZHOU Jian,ZHOU Kai-min,JIA Min-cai,SHI Dan-da. Analysis of consolidation settlement calculation for layered soft clay [J]. , 2010, 31(3): 789-793.
[12] CHEN Shan-xiong, WANG Xing-yun, XU Xi-chang, WANG Xiao-gang. New method for forecasting subgrade settlement of railway passenger dedicated line [J]. , 2010, 31(2): 478-482.
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