Spherical indentation behavior of asphalt mixtures

Journal of Materials in Civil Engineering

Volumn 19, Issue 9, 2007, Pages 753-761

  Ossa, E A ^a   Collop, A C ^b  

^a UNIVERSIDAD EAFIT   (Colombia)

^b UNIVERSITY OF NOTTINGHAM   (United Kingdom)

Author keywords

Asphalt mixes; Constitutive models; Creep; Deformation; Nondestructive tests

Indexed keywords

BINDERS; COMPRESSIVE STRENGTH; CONSTITUTIVE MODELS; CREEP; DEFORMATION; INDENTATION; TEMPERATURE DISTRIBUTION; VOLUME FRACTION;

ASPHALT MIX; INDENTATION RESPONSE;

ASPHALT;

AGGREGATE; ANALYTICAL METHOD; ASPHALT; COMPRESSION; CREEP; DEFORMATION; INDENTATION; NONDESTRUCTIVE TESTING; POWER LAW; UNIAXIAL TEST;

EID: 34548179889     PISSN: 08991561     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0899-1561(2007)19:9(753)     Document Type: Article

References (30)

1. Abbas, A. R., Papagiannakis, A. T., and Masad, E. A. (2004). "Linear and nonlinear viscoelastic analysis of the microstructure of asphalt concretes." J. Mater. Civ. Eng. JMCEE70899-156110.1061/ (ASCE)0899-1561(2004)16:2(133), 16(2), 133-139.
2. Bower, A. F., Fleck, N. A., Needleman, A., and Ogbonna, N. (1993). "Indentation of a power law creeping solid." Proc. R. Soc. London, Ser. APRLAAZ1364-502110.1098/rspa.1993.0050, 441, 97-124.
3. British Standards Institution (BSI). (2003). "Part 1. Coated macadam for roads and other paved areas." BS 4987-1, London.British Standards Institution (BSI). (2003). "Part 1. Coated macadam for roads and other paved areas." BS 4987-1, London.
4. Chang, G. K., and Meegoda, N. J. (1993). "Simulation of the behavior of asphalt concrete using discrete element method." Proc., 2nd Int. Conf. on Discrete Element Methods, Massachusetts Institute of Technology Press, Cambridge, Mass., 437-448.
5. Cheung, C. Y., and Cebon, D. (1997). "Experimental study of pure bitumens in tension, compression, and shear." J. Rheol. JORHD20148-605510.1122/1.550858, 41(1), 45-73.
6. Cheung, C. Y., Cocks, A. C. F., and Cebon, D. (1999). "Isolated contact model of an idealized asphalt mix." Int. J. Mech. Sci.IMSCAW0020-740310.1016/S0020-7403(98)00046-0, 41, 767-792.
7. Collop, A. C., and Khanzada, S. (2001). "Permanent deformation in idealised "sand asphalt" bituminous mixtures." Int. Journal of Road Materials and Pavement Design, 2(1), 7-28.
8. Collop, A. C., Scarpas, A., Kasbergen, C., and de Bondt, A. (2003). "Development and finite element implementation of stress-dependent elastoviscoplastic constitutive model with damage for asphalt." Transportation Research Record. 1832, Transportation Research Board, Washington, D.C., 96-104.Collop, A. C., Scarpas, A., Kasbergen, C., and de Bondt, A. (2003). "Development and finite element implementation of stress-dependent elastoviscoplastic constitutive model with damage for asphalt." Transportation Research Record. 1832, Transportation Research Board, Washington, D.C., 96-104.
9. Cross, M. M. (1965). "Rheology of non-Newtonian fluids: A new flow equation for pseudoplastic systems." J. Colloid Sci. JCSCA70095-852210.1016/0095-8522(65)90022-X, 20, 417-437.
10. Deshpande, V. S., and Cebon, D. (1999). "Steady-state constitutive relationship for idealised asphalt mixes." Mech. Mater. MSMSD30167-663610.1016/S0167-6636(99)00004-6, 31, 271-287.
11. Deshpande, V. S., and Cebon, D. (2000). "Uniaxial experiments on idealized asphalt mixes." J. Mater. Civ. Eng.JMCEE70899-156110.1061/ (ASCE)0899-1561(2000)12:3(262), 12(3), 262-271.
12. Deshpande, V. S., and Cebon, D. (2004). "Micromechanical modeling of steady-state deformation in asphalt." J. Mater. Civ. Eng. JMCEE70899-156110.1061/(ASCE)0899-1561(2004)16:2(100), 16(2), 100-106.
13. Hill, R., Storakers, B., and Zdunek, A. B. (1989). "A theoretical study of the Brinell hardness test." Proc. R. Soc. London, Ser. APRLAAZ1364-5021, 423, 301.
14. Huang, B., Mohammad, L. N., and Wathugala, G. W. (2002). "Development of a thermo-viscoplastic constitutive model for HMA mixtures." J. Ass. Asphalt Paving Technol., 71, 594-618.
15. Huang, B., Mohammad, L. N., and Wathugala, G. W. (2004). "Application of a temperature dependent viscoplastic hierarchical single surface model for asphalt mixtures." J. Mater. Civ. Eng. JMCEE70899-156110.1061/(ASCE)0899-1561(2004)16:2(147), 16(2), 147-154.
16. Khanzada, S. (2000). "Permanent deformation in bituminous mixtures." Ph.D. thesis, Univ. of Nottingham, Nottingham, U.K.
17. Lee, H., and Kim, Y. R. (1998). "Viscoelastic constitutive model for asphalt concrete under cyclic loading." J. Eng. Mech.JENMDT0733-939910.1061/(ASCE)0733-9399(1998)124:1(32), 124(1), 32-40.
18. Long, F. M. (2001). "Permanent deformation of asphalt concrete pavements: A nonlinear viscoelastic approach to mix analyses and design." Ph.D. thesis, Univ. of California, Berkeley, Calif.
19. Lytton, R., Uzan, J., Fernando, E. G., Roque, R., Hiltunen, D., and Stoffels, S. M. (1993). "Development and validation of performance prediction models and specifications for asphalt binders and paving mixes." Technical Rep. No. SHRP-A-357, Strategic Highway Research Program, National Research Council, Washington, D.C.
20. Mulhearn, T. O., and Tabor, D. (1960). "Creep and hardness of metals: A physical study." J. Inst. Met. JIMEAP0020-2975, 89, 7-12.
21. Nijboer, L. J. (1948). Plasticity as a factor in the design of dense bituminous road carpets, Elsevier, New York.
22. Ossa, E. A., Deshpande, V. S., and Cebon, D. (2004a). "Triaxial deformation behavior of bituminous mixes." Technical Rep. No. CUED/ C-MICROMECH/TR.96.
23. Ossa, E. A., Deshpande, V. S., and Cebon, D. (2004b). "Uniaxial monotonic and cyclic behaviour of bituminous mixes." Technical Rep. No. CUED/C-MICROMECH/TR.95.
24. Ossa, E. A., Deshpande, V. S., and Cebon, D. (2005). "Spherical indentation behaviour of bitumen." Acta Mater.ACMAFD1359-645410.1016/j.actamat.2005.01.040, 53, 3103-3113.
25. Ossa, E. A., Taherkhani, H., and Collop, A. C. (2006). "Compressive deformation behaviour of asphalt mixtures." Journal of the Association of Asphalt Paving Technologists, in press.
26. Ramsamooj, D. V., Ramadan, J., and Lin, G. S. (1998). "Model prediction of rutting in asphalt concrete." J. Transp. Eng. JTPEDI0733-947X10.1061/(ASCE)0733-947X(1998)124:5(448), 124(5), 448-456.
27. Schapery, R. A. (1984). "Correspondence principles and a generalised j integral for large deformation and fracture analysis of viscoelastic media." Int. J. Fract. IJFRAP0376-942910.1007/ BF01140837, 25, 195-223.
28. Tabor, D. (1951). Hardness of metals, Clarendon, Oxford, U.K.
29. Zhao, Y., and Kim, Y. R. (2003). "Time-temperature superposition for asphalt mixtures with growing damage and permanent deformation in compression." Transportation Research Record. 1832, Transportation Research Board, Washington, D.C., 161-172.Zhao, Y., and Kim, Y. R. (2003). "Time-temperature superposition for asphalt mixtures with growing damage and permanent deformation in compression." Transportation Research Record. 1832, Transportation Research Board, Washington, D.C., 161-172.
30. Zhu, H., and Nodes, J. E. (2000). "Contact based analysis of asphalt pavement with the effect of aggregate angularity." Mech. Mater. MSMSD30167-663610.1016/S0167-6636(99)00054-X, 32, 193-202.