TECHNICAL PAPERS
Jan 1, 1999

Evaluation of Unsurfaced Airfield Criteria for Operation of C-17 Aircraft

Publication: Journal of Transportation Engineering
Volume 125, Issue 1

Abstract

To determine the impact of C-17 aircraft on unsurfaced airfields, the U.S. Army Engineer Waterways Experiment Station was asked to construct full-scale pavement section items and traffic them to failure with a fully loaded C-17 aircraft main gear assembly (six wheels). The extrapolation of existing criteria used on two and four wheel aircraft gear studies was suspect, particularly when considering the configuration of the C-17 aircraft main gear. Three strengths of surfacing material (6, 9, and 12 California Bearing Ratio) were used to evaluate the current criteria. The results of full-scale pavement trafficking indicate that current criteria should be considered appropriate for use as a tool in designing/evaluating the expected performance of unsurfaced airfields for operations of C-17 aircraft. It should be noted that surface shearing occurred in the landing/braking zone on unsurfaced airfields during flight tests in 1997. The criteria addressed in this paper does not consider the rutting caused by braking shear.

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References

1.
Brown, D. N., and Thompson, O. O. ( 1973). “Lateral distribution of aircraft traffic.” Miscellaneous Paper S-73-56, U.S. Army Engineer Waterways Experiment Station, Vicksburg, Miss.
2.
Grogan, W. P. ( 1998). “Determination of semi-prepared airfield pavement structural requirements for supporting C-17 aircraft.” Tech. Rep. GL-98-12, U.S. Army Engineer Waterways Experiment Station, Vicksburg, Miss.
3.
Holliway, R. ( 1998). “Aircraft characteristics for airfield pavement design and evaluation.” Air Force Engineering and Services Center, Tyndall Air Force Base, Fla.
4.
Ladd, D., and Ulery Jr., H. ( 1967). “Aircraft ground-flotation investigation.” Tech. Documentary Rep. AFFDL-TDR-66-43, Part I, U.S. Army Engineer Waterways Experiment Station, Vicksburg, Miss.
5.
McDonnell Douglas. ( 1996). “C-17 globemaster III technical description and planning guide.” C-17 Program, McDonnell Douglas, Long Beach, Calif.
6.
Pereira, A. T. ( 1977). “Procedures for the development of CBR design curves.” Instruction Rep. S-77-1, U.S. Army Engineer Waterways Experiment Station, Vicksburg, Miss.
7.
Shiff, D., and D'Agnostino, R. B. ( 1996). Practical engineering statistics. Wiley, New York.
8.
Standard classifications of soils for engineering purposes (Unified Soil Classification System, Designation: D 2487-93. (1993). Vol. 04.08, ASTM, West Conshohocken, Pa.
9.
Standard test method for CBR (California Bearing Ratio) of laboratory-compacted soils, Designation: D 1883-94. (1994). Vol. 04.08, ASTM, West Conshohocken, Pa.
10.
Standard test method for laboratory determination of water (moisture) content of soil and rock, Designation: D 2216-92. (1992). Vol. 04.08, ASTM, West Conshohocken, Pa.
11.
Standard test methods for density of soil and soil-aggregate in place by nuclear methods (shallow depth), Designation D 2922-91. (1991). Vol. 04.08, ASTM, West Conshohocken, Pa.
12.
Tingle, J. S. ( 1998). “Testing and analysis of C-17 live-flight operations on semi-prepared airfields.” Tech. Rep. GL-98-11, U.S. Army Engineer Waterways Experiment Station, Vicksburg, Miss.

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Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 125Issue 1January 1999
Pages: 67 - 74

History

Published online: Jan 1, 1999
Published in print: Jan 1999

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PE, Member, ASCE,
Associate Member, ASCE
Res. Civ. Engr., U.S. Army Waterways Experiment Station, Airfields and Pavements Div., 3909 Halls Ferry Rd., Vicksburg, MS 39180-6199.
Res. Civ. Engr., U.S. Army Waterways Experiment Station, Airfields and Pavements Div., 3909 Halls Ferry Rd., Vicksburg, MS.

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