Design of Granular Pavements

Transportation Research Record

Volumn II, Issue 1819, 2003, Pages 194-200

  Arnold, Greg ^a   Hughes, David ^b   Dawson, Andrew R ^a   Robinson, Des ^b  

^a UNIVERSITY OF NOTTINGHAM   (United Kingdom)

^b QUEEN'S UNIVERSITY BELFAST   (United Kingdom)

Author keywords

[No Author keywords available]

Indexed keywords

AGGREGATES; DEFORMATION; GRANULAR MATERIALS; QUALITY ASSURANCE; ROAD CONSTRUCTION; STRESS ANALYSIS; STRUCTURAL DESIGN;

UNBOUND GRANULAR MATERIALS (UGM);

ASPHALT PAVEMENTS;

EID: 0141795658     PISSN: 03611981     EISSN: None     Source Type: Journal    
DOI: 10.3141/1819b-25     Document Type: Conference Paper

References (6)

1. Chan, F. W. K. Permanent Deformation Resistance of Granular Layers in Pavements. Ph.D. thesis. University of Nottingham, United Kingdom, 1990.
2. Semmelink, C. J., F. J. Jooste, and M. de Beer. Use of the K-Mould in Determination of the Elastic and Shear Properties of Road Materials for Flexible Pavements. Proc., 8th International Conference on Asphalt Pavements, Seattle, Wash., 1997.
3. Thom, N., and S. Brown. The Mechanical Properties of Unbound Aggregates from Various Sources. Proc., Third International Symposium on Unbound Aggregates in Roads (UNBAR 3), Nottingham, United Kingdom, 1989.
4. Arnold, G. Performance-Based Specifications for Road Construction and Materials. Proc., Fifth International Symposium on Unbound Aggregates in Roads (UNBAR 5), Nottingham, United Kingdom, 2000.
5. Lekarp, F., U. Isacsson, and A. Dawson. State of the Art. II, Permanent Strain Response of Unbound Aggregates. Journal of Transportation Engineering, Vol. 126, No. 1, Jan./Feb. 2000, pp. 76-83.
6. Wardle, L. J. Program CIRCLY, A Computer Program for the Analysis of Multiple Complex Circular Loads on Layered Anisotropic Media. MINCAD Systems Pty. Ltd., Richmond South, Australia, 1980.