The Distortion Analysis on Semi-Rigid Pavement Structure under the Wheel Load

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Abstract:

Based on the multi-layer elastic system model, a large general used finite element software is used to analysis in the paper. The conclusion of the most distortion lying the wheel load center and the law of the distortion with basal layer rigidity & thickness change are elicited. Above contents show the finite element method possesses extensive using foreground in the pavement structure analyse.

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Periodical:

Advanced Materials Research (Volumes 255-260)

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3371-3375

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Online since:

May 2011

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© 2011 Trans Tech Publications Ltd. All Rights Reserved

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[1] Guo da-zhi,Feng de-cheng. The multi-layer elastic system mechanics[M]. Haerbing industry university publishing company, 2001.

Google Scholar

[2] JTG D50-2006,The highway asphaltum road surface design criterion[S].

Google Scholar

[3] Zhao jing-wen, Wang hong-yu. The structure finite element analysis[M]. Haerbing industry university publishing company, 1988.

Google Scholar

[4] Liu tao, Yang feng-peng. Conversance ANSYS[M]. Beijing: Qinghua university publishing company, 2001.

Google Scholar

[5] Lu hui, Sun li-jun. The asphaltum road surface three-dimensional nonlinear finite element analysis[J]. Civil engineering transaction,2004,37(7): p.62~65

Google Scholar

[6] Deng xue-jun, Zhang deng-liang. The roadbed and road surface engineering[M]. Benjing: demos traffic publishing company,2002. p.100~120.

Google Scholar