Prediction methods of remaining life for composite pavement of airport

ZHOU Zheng-feng; LING Jian-ming; YUAN Jie

Volume 7 Issue 6

Turn off MathJax

Article Contents

Article Navigation > Journal of Traffic and Transportation Engineering > 2007 > 7(6): 50-54

Next Previous

ZHOU Zheng-feng, LING Jian-ming, YUAN Jie. Prediction methods of remaining life for composite pavement of airport[J]. Journal of Traffic and Transportation Engineering, 2007, 7(6): 50-54.

Citation:

ZHOU Zheng-feng, LING Jian-ming, YUAN Jie. Prediction methods of remaining life for composite pavement of airport[J]. Journal of Traffic and Transportation Engineering, 2007, 7(6): 50-54.

ZHOU Zheng-feng, LING Jian-ming, YUAN Jie. Prediction methods of remaining life for composite pavement of airport[J]. Journal of Traffic and Transportation Engineering, 2007, 7(6): 50-54.

Citation:

ZHOU Zheng-feng, LING Jian-ming, YUAN Jie. Prediction methods of remaining life for composite pavement of airport[J]. Journal of Traffic and Transportation Engineering, 2007, 7(6): 50-54.

PDF( 361 KB)

Prediction methods of remaining life for composite pavement of airport

Key Laboratory of Road and Traffic Engineering of Ministry of Education, Tongji University, Shanghai 200092, China

More Information

Author Bio:
Zhou Zheng-feng(1981-), male, doctoral student of engineering, +86-21-69589838, zhouzf126@126.com

Ling Jian-ming(1966-), male, EngD, professor, +86-21-69583005, jmling01@yahoo.com.cn
Received Date: 2007-04-12
Publish Date: 2007-12-25

Abstract

Abstract

Based on elastic layer system theory design method of Federal Aviation Administration(LEDFAA), airport pavement design method of China(APDMC) and pavement condition index(PCI) regression model, three prediction methods of remaining life for composite pavement of airport were established, the prediction results and applicabilities of three methods were compared.Analysis result indicates that the remaining lives calculated by three methods are approximate, the maximum deviation is 3.2 a, the minimum deviation is 0.1 a, and the deviation is mainly induced by different control indices of three models.Remaining life is most sensitive to subgrade modulus and concrete flexural-tensile strength for the methods based on LEDFAA and APDMC respectively, PCI regression model is recommended on the condition of having sufficient historical data of pavement performance.
- airport engineering,
- composite pavement,
- remaining life,
- prediction method,
- pavement condition index

FullText(HTML)

References(10)

References

[1]	Ling Jian-ming, Zheng Yue-feng, Jin Wei-ming. On airportpavement evaluation system[J]. Journal of Traffic and Trans-portation Engineering, 2001, 1(1): 29-33. (in Chinese) http://transport.chd.edu.cn/article/id/200101007
[2]	Gao Jin-hua. Management and construction of present civilairports[J]. Journal of Traffic and Transportation Engineer-ing, 2002, 2(2): 106-109. (in Chinese) http://transport.chd.edu.cn/article/id/200202026
[3]	ICAO. Aerodrome Design Manual Part 3: Pavements[M]. Montreal: ICAO, 1983.
[4]	Ollerman F A, Varma A. Development and visualization of air-port pavement management information: lessons learned[R]. Washington DC: The 77th Annual Meeting of the TRB, 1998.
[5]	Ling Jian-ming, Zheng Yue-feng, Yuan Jie. Prediction modelof remaininglife for asphalt concrete pavement of runway[J]. Journal of Tongji University: Natural Science, 2004, 32(4): 471-474. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-TJDZ200404011.htm
[6]	Ling Jian-ming, Zheng Yue-feng. On prediction method ofremaining life for cement concrete pavement of airport[J]. Journal of Tongji University: Natural Science, 2001, 29(4): 484-488. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-TJDZ200104023.htm
[7]	Wang Wei. I mproved method for computing residual servicelife of civil airport pavement[J]. Journal of Civil AviationUniversity of China, 2004, 22(3): 37-41. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-ZGMH200403009.htm
[8]	Federal Aviation Administration. Airport pavement designfor the Boeing 777 airplane[R]. Washington DC: US Depart-ment of Transportation, 1995.
[9]	Navneet G, Edward G, Roy M. Operational life of airportpavement[R]. Washington DC: US Depart ment of Trans-portation, 1998.
[10]	MHJ 5004-95, 民用航空运输机场水泥混凝土道面设计规范[S].