Mechanistic Evaluation of Rigid Airfield Pavements

Author:

Gücbilmez E.1,Yüce R.2

Affiliation:

1. Asst. Prof., Dept. of Civ. Engrg., Eastern Mediterranean Univ., Magusa, Mersin 10, Turkey.

2. Prof., Dept. of Civ. Engrg., Middle East Tech. Univ., 06531, Ankara, Turkey.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Reference7 articles.

1. “Airport pavement design and evaluation.” (1978). Advisory Circular 150/5320-6C Federal Aviation Admin. Washington D.C.

2. Department of the Army. (1988). “Rigid pavements for airfields.” Tech. Manual 5-825-3 Washington D.C.

3. Federal Aviation Administration. (1980). “Procedure for condition survey of civil airports.” Rep. No. FAA-RD-80-55 Washington D.C.

4. Kreger W. C. (1967). “Computerized aircraft ground flotation analysis-edge loaded rigid pavement.” Rep. EER-FW-572 General Dynamics Corp. Fort Worth Tex.

5. Parker F. Barker W. Gunkel R. and Odom E. (1979). “Development of a structural design procedure on rigid airport pavements.” Tech. Rep. GL-79-4 U.S. Army Engr. Wtrwy. Experiment Station Vicksburg Miss.

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