Rutting evaluation of airport pavement granular layers considering stress history effects

Proceedings of the 2006 Airfield and Highway Pavement Specialty Conference

Volumn 2006, Issue , 2006, Pages 566-577

  Kim, In Tai ^b   Tutumluer, Erol ^a,c  

^a Parsons Brinckerhoff   (United States)

^b Chung Ang University   (South Korea)

^c UNIVERSITY OF ILLINOIS AT URBANA CHAMPAIGN   (United States)

Author keywords

Permanent deformation; Rutting; Stress history; Unbound aggregate

Indexed keywords

AGGREGATES; AIRPORTS; COMPUTER SIMULATION; DEFORMATION; LOADING; MATHEMATICAL MODELS;

PERMANENT DEFORMATION; RUTTING; STRESS HISTORY; UNBOUND AGGREGATE;

CONCRETE PAVEMENTS;

EID: 33744927157     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1061/40838(191)48     Document Type: Conference Paper

References (7)

1. th Edition, AASHTO, Washington D.C.
2. th International Symposium on Pavements Unbound (UNBAR6), Nottingham, England.
3. th Annual Meeting of the Transportation Research Board, Washington, DC, January.
4. th International Conference on Bearing Capacity of Roads, Railways, and Airfields, Trondheim, Norway.
5. Raad, L., and Figueroa, J.L. (1980). "Load Response of Transportation Support Systems." Journal of Transportation Engineering Division, ASCE, Vol. 106, No. TE1, January.
6. Tutumluer, E. (1995). Predicting Behavior of Flexible Pavements with Granular Bases. Ph.D. Dissertation, Georgia Institute of Technology, Atlanta, Georgia.
7. Tutumluer, E., and Seyhan, U. (1999). "Laboratory Determination of Anisotropic Aggregate Resilient Moduli Using A New Innovative Test Device. " Transportation Research Record 1687, Journal of the Transportation Research Board, National Research Council, Washington, DC, pp. 13-21.