Design method of asphalt concrete pavement for military airfield

Weng Xing-zhong; Sun Jian-bin; Yang Chuan-xi

Volume 7 Issue 2

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Weng Xing-zhong, Sun Jian-bin, Yang Chuan-xi. Design method of asphalt concrete pavement for military airfield[J]. Journal of Traffic and Transportation Engineering, 2007, 7(2): 29-35.

Citation:

Weng Xing-zhong, Sun Jian-bin, Yang Chuan-xi. Design method of asphalt concrete pavement for military airfield[J]. Journal of Traffic and Transportation Engineering, 2007, 7(2): 29-35.

Weng Xing-zhong, Sun Jian-bin, Yang Chuan-xi. Design method of asphalt concrete pavement for military airfield[J]. Journal of Traffic and Transportation Engineering, 2007, 7(2): 29-35.

Citation:

Weng Xing-zhong, Sun Jian-bin, Yang Chuan-xi. Design method of asphalt concrete pavement for military airfield[J]. Journal of Traffic and Transportation Engineering, 2007, 7(2): 29-35.

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Design method of asphalt concrete pavement for military airfield

1.
School of Engineering, Air Force Engineering University, Xi'an 710038, Shaanxi, China
2.
Airport and Barracks Division of Air Force, Nanjing Military Region, Nanjing 210018, Jiangsu, China
3.
The Seventh Airforce Engineering Unit, Jinan Military Region, Xuzhou 221005, Jiangsu, China

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Author Bio:
Weng Xing-zhong (1962-), male, professor, +86-29-84787705, wxz2626@sina.com
Received Date: 2006-11-12
Publish Date: 2007-04-25

Abstract

Abstract

In order to reasonably design the asphalt concrete pavement of military airfield, design airplane was regarded as calculating load, the conversion relations of traffic volumes between different airplanes were analyzed by using fatigue equivalent principle, the tensile stresses of surface, base, subbase and the shear stress of surface were regarded as the structure design indices, according to the characteristics of pavement load, pavement material and pavement damage, airfield pavement was designed by using elastic layered theory.When the mix traffic consisted of H-6, MD-82 and B727-100, H-6 and MD-82 were used as the design load to design asphalt pavement separately, and the structure thicknesses of pavement were computed by using the program of Pave 2000.Computation result shows that the design thickness of subbase is 34 cm with H-6, it is 33 cm with MD-82, their relative error is only 3.03%, which indicates that the design method is correct.
- airport engineering,
- asphalt pavement,
- design method,
- traffic volume,
- design criteria

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References(16)

References

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