TECHNICAL PAPERS
May 1, 1999

Alternative Aircraft Loading Index for Pavement Structural Analysis

Publication: Journal of Transportation Engineering
Volume 125, Issue 3

Abstract

The most common practical way to simplify the structural analysis of airfield pavements is the use of equivalent single wheel load models instead of the actual gear of the aircrafts. As the accuracy and reliability of these models strongly affects the design and evaluation of airfield pavements, there is considerable need to investigate both system approaches. The first one, which uses a constant value for the pressure while the radius is variable, is currently under use by the aircraft classification number—pavement classification number method of the International Civil Aviation Organization, but despite this fact it proved to be inadequate to express the aircraft loading in many situations. On the contrary, according to this study, the second model, which has a constant value for the radius while the pressure varies, is more reliable, and it can be an interesting alternative. Thus, based on this model, an aircraft loading index is introduced, which aims to be a simple and reliable factor for expressing the severity of the loading of the aircrafts and a utility for several matters related to the airfield pavement applications.

Get full access to this article

View all available purchase options and get full access to this article.

References

1.
Aerodrome manual (Part 2—Physical characteristics). (1965). International Civil Aviation Organization, Montreal, Canada.
2.
Aerodrome design manual (Part 3—Pavements). (1983). 2nd ed., International Civil Aviation Organization, Montreal, Canada.
3.
Brunton, J. M., Armitage, R. J., and Brown, S. F. ( 1992). “Seven years experience of pavement evaluation.” Proc., 7th Int. Conf. of Asphalt Pavements, Vol. 3, 17–30.
4.
De Jong, D. L., Peutz, M. G. F., and Korwangen, A. R. ( 1973). “Computer program BISAR, layered system under normal and tangential surface loads.” Ext. Rep. No. AMSR 0006.73, Koninlijke/Shell-Labor, Amsterdam.
5.
“Airport pavement design and evaluation.” (1995). Federal Aviation Administration. Advisory Circular, Washington, D.C.
6.
A guide to airfield pavement design and evaluation. (1989). Property Services Agency, Dept. of the Envir., Directorate of Civil Engineering Services, Croydon, London.
7.
Hudson, W. R., Kenis, W. J., O'Quin, J. C., and Rauhut, J. B. ( 1976). “Sensitivity analysis of FHWA structural model VESYS II, Vol. 1: Preparatory and related studies.” Rep. No. FHWA-RD-76-23, Federal Highway Administration, Washington, D.C.
8.
Jayawickrama, P. W., Smith, R. E., Lytton, R. L., and Tirado, M. R. ( 1987). “Development of asphalt concrete overlay design equations, Vol. 1—Development of design procedures.” Final Rep. No. FHWA/RD-86, Federal Highway Administration, U.S. Department of Transportation, Washington, D.C.
9.
Kachanov, L. M. ( 1986). “Introduction to continuum damage mechanics.” Mechanics of elastic stability, Martinus Nijhoff, Dordrecht, The Netherlands.
10.
Lambe, T. W., and Whitman, R. V. ( 1969). Soil mechanics, SI Version, Wiley, New York.
11.
McLeod, N. M. ( 1976). “Asphalt clements: Pen-Vis number and its application to moduli stiffness.” J. Testing and Evaluation, 4(4).
12.
Tseng, K. H., and Lytton, R. L. ( 1990). “Fatigue damage properties of asphaltic concrete pavements.” Transp. Res. Rec. 1286, Transportation Research Board, National Research Council, Washington, D.C.
13.
Ullidtz, P. ( 1994). “Prediction of load associated damage in asphalt layers.” Proc., 4th Int. Conf. on Bearing Capacity of Roads and Airfields, 1291–1308.
14.
Ullidtz, P., Battiato, G., Larsen, B. K., and Stubstad, R. N. ( 1987). “Verification of the analytical-empirical method of pavement evaluation based on FWD testing.” Proc., 6th Int. Conf. on Asphalt Pavements, Vol. 1, 521–532.
15.
Wu, T. H. ( 1969). Soil mechanics. Allyn and Bacon, Boston.

Information & Authors

Information

Published In

Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 125Issue 3May 1999
Pages: 259 - 264

History

Received: Jul 14, 1997
Published online: May 1, 1999
Published in print: May 1999

Permissions

Request permissions for this article.

Authors

Affiliations

Asst. Prof., Lab. of Hwy. Engrg., Nat. Tech. Univ. of Athens, 5 Iroon Polytexniou St., GR 157 73 Athens, Greece. E-mail: aloizos@ central.ntua.gr
Civ. Engr., and Nat. Tech. Univ. of Athens, Res. Assoc., 9 Frygias St., GR 157 71 Athens, Greece. E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share