Design method of asphalt concrete pavement for military airfield

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

Volume 7 Issue 2

Turn off MathJax

Article Contents

Abstract

FullText

References

Article Navigation > Journal of Traffic and Transportation Engineering > 2007 > 7(2): 29-35

Next Previous

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.

PDF( 567 KB)

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

More Information

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

FullText(HTML)

References(16)

References

[1]	冷培义, 翁兴中, 蔡良才. 机场道面设计[M]. 北京: 人民交通出版社, 1995.
[2]	Jiang Ying-jun, Xue Hang, Xue Hui, et al. Preventing cracks of asphalt pavement based on pre-cutting crack and paving geotextile at semi-rigid type base[J]. Journal of Chang'an University: Natural Science Edition, 2006, 26 (2): 6-8. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-XAGL200602001.htm
[3]	Wang Hong-chang, Huang Xiao-ming, Fu Zhi. Influence factors on surface crack of semi-rigid base course[J]. Journal of Traffic and Transportation Engineering, 2005, 5 (2): 38-41. (in Chinese) doi: 10.3321/j.issn:1671-1637.2005.02.010
[4]	Chen Zhong-da, Yuan Wan-jie, Gao Chun-hai. Research ondesign method of multilevel dense built-in gradation[J]. China Journal of Highway and Transport, 2006, 19 (1): 32-37. (in Chinese) doi: 10.3321/j.issn:1001-7372.2006.01.007
[5]	Zhang Yong-qing, Jia Shuang-ying. Evaluation method for asphalt pavement performance of freeway[J]. Journal of Chang'an University: Natural Science Edition, 2005, 25 (2): 11-15. (in Chinese) doi: 10.3321/j.issn:1671-8879.2005.02.003
[6]	Yao Ai-ling, Zhang Xi-ling, Wang Xuan-cang. Affect of test methods on compression module of asphalt mixture[J]. Journal of Chang'an University: Natural Science Edition, 2005, 25 (6): 21-24. (in Chinese) doi: 10.3321/j.issn:1671-8879.2005.06.006
[7]	Weng Xing-zhong, Sun Jian-bin. Conversion of traffic discharge on asphalt concrete pavement for military airport[J]. Highway, 2003, 48 (6): 82-85. (in Chinese) doi: 10.3969/j.issn.0451-0712.2003.06.020
[8]	Sun Jian-bin, Weng Xing-zhong. Research on structure design criteria of asphalt concrete pavement for airport appliedto military[J]. Journal of Air Force Engineering University: Natural Science Edition, 2005, 6 (1): 8-10. (in Chinese) doi: 10.3969/j.issn.1009-3516.2005.01.003
[9]	交通部公路科学研究所. 高等级公路半刚性基层沥青路面材料参数的研究[R]. 北京: 交通部公路科学研究所, 1995.
[10]	Ni Fu-jian, Yin Ying-mei. Fatigue properties of asphalt mix-ture with fiberglass polyester mat[J]. Journal of Traffic andTransportation Engineering, 2005, 5 (3): 31-35. (in Chinese) doi: 10.3321/j.issn:1671-1637.2005.03.007
[11]	Xu Zhi-hong, Li Shu-ming, Gao Ying, et al. Research on fatigue characteristic of asphalt mixture[J]. Journal of Traffic and Transportation Engineering, 2001, 1 (1): 20-24. (in Chinese) doi: 10.3321/j.issn:1671-1637.2001.01.005
[12]	Xu Hao, Ni Fu-jian, Chen Rong-sheng, et al. Durability of porous asphalt mixture[J]. Journal of Traffic and Transportation Engineering, 2005, 5 (2): 27-31. (in Chinese) doi: 10.3321/j.issn:1671-1637.2005.02.007
[13]	Chen Hua-xin, Li Ning-li, Zhang Zheng-qi, et al. Temperature susceptibility analysis of asphalt binders[J]. Journal of Chang'an University: Natural Science Edition, 2006, 26 (1): 8-11. (in Chinese) doi: 10.3321/j.issn:1671-8879.2006.01.002
[14]	TP8-94, AASHTO Provisional Standard[S].
[15]	GJB 1278-91, 军用机场水泥混凝土道面设计规范[S].
[16]	Zhou Wei-feng, Zhao Ke, Wang De-qun, et al. Mix ratio optimization design of cement stabilized macadam based on static pressure method and vibration method[J]. Journal of Chang'an University: Natural Science Edition, 2006, 26 (1): 24-28. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-XAGL200601005.htm