Analysis of Displacement Filed of Asphalt Airport Pavement

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Abstract:

Considering the future development trend of the airport pavement, a 3-D finite element model with 45m×20m×11.62m full-scale slabs is established to analyze the displacement response of asphalt concrete airport pavement under aircraft loads. Under different aircraft tire pressure levels, the vertical displacement and vertical displacement curve of the pavement in the region between 9 m and 13 m outside aircraft wheels is analyzed. The mechanical response of flexible pavement is studied, and the influence of various parameters on asphalt pavement.

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125-128

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January 2014

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© 2014 Trans Tech Publications Ltd. All Rights Reserved

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[1] Xuejun Deng,Xiaoming Huang,Weixin Shen. Dynamic response analysis of elastic muti- layered system[J]. China Civil Engineering Journal, 1995, 28( 3) : 9—16. (In Chinese).

Google Scholar

[2] Hongze Zhao. Study of Airport Asphalt Concrete Pavement Which Method of Traffic Load Analysis and Parameter for New Generation Large[D]. Shanghai: TONGJI UNIVERSITY, (2006).

Google Scholar

[3] Wen Liu, Study on design indexes and methods for asphalt airport pavement[D]. Shanghai School of transportation Engineering, Road and Railway Engineering, 2008. (In Chinese).

Google Scholar

[4] CAAC. MH/T5024-2009 The Standard of Civil Airport Airport Pavement Evaluation and Management System [S]. 2009. (In Chinese).

Google Scholar

[5] The industry standard of the people's Republic of China. Specifications for asphalt concrete pavement design of civil airports (MH5010-1999) [Z]. Research Institute of Chinese aviation airport design 2000 (In Chinese).

Google Scholar