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灰色預測模型在隧道圍巖變形中應用研究
王義國1,吉安俊2,丁崢時1,呂國良1,李俊1
摘 要

    王義國1,吉安俊2,丁崢時1,呂國良1,李俊1
    (1 江蘇省無錫交通高等職業(yè)技術(shù)學校汽車與交通工程系,無錫214151;2 無錫市第二市政工程有限公司,無錫214000)

[摘要] 灰色預測模型對隧道圍巖變形的預測有著較好的效果。研究結(jié)果表明,灰色Verhulst模型不僅可以對隧道圍巖變形進行短期預測還適合進行長期預測,且預測精度與參數(shù)口有關(guān)。在短期預測精度上,GM(1,1)優(yōu)化模型優(yōu)于Verhulst模型。
[關(guān)鍵詞] 隧道;圍巖變形;預測模型

Study on grey predication model of tunnel surrounding rock deformation
Wang Yiguo1, JiAnjun2, Ding Zhengshi1, Lu Guoliang1,  Li Jun1
(1 Department ofAutomobile and Traffic Engineering, Jiangsu Wuxi Institute of Communications Technology, Wuxi 214151,China; 2  Wuxi Second Municipal Engineering Co.,Ltd.,Wuxi 214000,China)

Abstract: The prediction accuracy of grey prediction model is very high in prediction of tunnel surrounding rock
deformation. The results indicated that Verhulst model is suitable for not only short-term predicition but also long-term
predicition of tunnel surrounding rock deformation,and the prediction accuracy has relation with parameter a.GM(1,1)
optimization model is superior to Verhulst model on short-term predicition.
Keywords: tunnel; surrounding rock deformation; prediction model

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