DocumentCode :
507014
Title :
A Comparative Analysis of Grey Models for Displacement Prediction
Author :
Kang, Yong ; Wang, Xin-fei
Author_Institution :
Inst. of Rock & Soil Mech., Chinese Acad. of Sci., Wuhan, China
Volume :
4
fYear :
2009
fDate :
14-16 Aug. 2009
Firstpage :
211
Lastpage :
215
Abstract :
Now there are many prediction models based on grey theory, however, the precision, adaptability and efficiency may be quietly different, so it is essential to choose a more suitable prediction model for the stability evaluation of tunnel surrounding rock-support system. In the paper, some typical grey prediction models were discussed and compared from aspects of precision, adaptability, computational workload. And a most efficient approach with smallest total error and better adaptability for non-equal interval sequence was found. Meanwhile, it was proved that the background value would be a vital factor in creating a grey model, and the prediction precision and adaptability of grey model can be highly improved through ameliorating background value.
Keywords :
failure analysis; geotechnical engineering; grey systems; rocks; stability; structural engineering; tunnels; comparative analysis; displacement prediction; grey theory; prediction model; rock support system; tunnel stability evaluation; Control systems; Differential equations; Failure analysis; Fuzzy systems; Predictive models; Shape measurement; Size measurement; Soil; Stability analysis; Uncertainty; displacement prediction; grey model;
fLanguage :
English
Publisher :
ieee
Conference_Titel :
Fuzzy Systems and Knowledge Discovery, 2009. FSKD '09. Sixth International Conference on
Conference_Location :
Tianjin
Print_ISBN :
978-0-7695-3735-1
Type :
conf
DOI :
10.1109/FSKD.2009.668
Filename :
5359139
Link To Document :
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