The effect of crumb rubber modifier on the resistance of asphalt mixes to plastic deformation

Materials and Design

Volumn 47, Issue , 2013, Pages 274-280

  Moreno, F ^a   Sol, M ^a   Martin J ^a   Perez M ^a   Rubio, M C ^a  

^a UNIVERSITY OF GRANADA   (Spain)

Author keywords

[No Author keywords available]

Indexed keywords

ASPHALT; AUTOMOBILE MANUFACTURE; RUBBER; SHOTCRETING; STIFFNESS;

ASPHALT MIX; BITUMINOUS MIXES; CREEP MODULUS; CRUMB RUBBER; CYCLIC TRIAXIAL TESTS; DRY PROCESS; MODIFIED BITUMEN; POLYMER-MODIFIED BITUMEN; STIFFNESS MODULI; VEHICLE TRAFFIC; WET PROCESS;

PLASTIC DEFORMATION;

EID: 84872455480     PISSN: 02613069     EISSN: 18734197     Source Type: Journal    
DOI: 10.1016/j.matdes.2012.12.022     Document Type: Article

References (22)

1. Elliot R.P., Ford M.C., Ghanim M., Tu Y.F. Effect of aggregate gradation variation on asphalt concrete mix properties. Transp Res Rec 1991, 1317.
2. Harvey J., Monismith C.L. Effect of asphalt concrete specimen preparation variables on fatigue and permanent deformation test results using strategic highway research program A-003A proposed testing equipment. Transp Res Rec 1993, 1417.
3. Del Río Prat M., Sánchez Alonso E., Vega Zamanillo A., Castro Fresno D. Effects of aggregate shape and size and surfactants on the resilient modulus of bituminous mixes. Can J Civ Eng 2011, 38(8):893-899. ISSN 0315-1468, (Canada).
4. Corté J.F., Brosseaud Y., Simoncelli J.P., Caroff G. Investigation of rutting of asphalt surface layers: influence of binder and axle loading configuration. Transp Res Rec 1994, 1436.
5. Potti J.J. Betún modificado con polvo de caucho de neumáticos fuera de uso. Otro tipo de reciclaje. III Congreso Rodoviário Portugués. Lisboa 2004.
6. Raad L., Saboundjian S., Minassian G. Field aging effects on the fatigue of asphalt concrete and asphalt-rubber concrete. Transp Res Rec. Asphalt Mixtures 2001, 1767.
7. Soon J.L., Akisetty C., Amirkhanian S.N. The effect of crumb rubber modifier (CRM) on the performance properties of rubberized binders in HMA pavements. Constr Build Mater 2008, 22:1368-1376.
8. Topçu I.B., Bilir T. Experimental investigation of some fresh and hardened properties of rubberized self-compacting concrete. Mater Des 2009, 30:3056-3065.
9. Turatsinze A., Garros M. On the modulus of elasticity and strain capacity of selfcompacting concrete incorporating rubber aggregates. Resour Conserv Recycl 2008, 52:1209-1215.
10. Hicks RG, Epps JA. Life cycle cost analysis of asphalt-rubber paving materials. Final Report Volumes I and II to Rubber Pavements Association, Tempe, Arizona; 1999.
11. McNerney M, Landsberger BJ, Turen T, Pandelides A. Comparative field measurements of tyre/pavement noise of selected Texas pavements. Report No. FHWA/TX-7-2957-2. April 2000.
12. CEDEX (Centro de Estudios y Experimentación de Obras Públicas). Manual de empleo de caucho de NFU en mezclas bituminosas. Ministerio de Fomento, Ministerio de Medio Ambiente. Mayo de 2007.
13. State of California Department of Transportation. Asphalt rubber usage guide. Mater Eng Test Services. September 30, 2006.
14. Asociación Española de Normalización y Certificación (AENOR): Manual de normas técnicas UNE-EN. Serie Construcción. Métodos de ensayo para mezclas bituminosas en caliente. Madrid; 2006.
15. Dirección General de Carreteras: Pliego de prescripciones técnicas generales para obras de carreteras y puentes PG-3. Ministerio de Fomento, EdicionesLiteam, Madrid; 2010.
16. Christensen DW., Bonaquist, R., Jack, D. Evaluation of triaxial strength as a simple test for asphalt concrete rut resistance. Final Report. Pennsylvania Transportation Institute, The Pennsylvania State University, University Park, PA; 2002.
17. Huschek S. The deformation behavior of asphaltic concrete under triaxial compression. Proc Assoc Asphalt Paving Technol 1985, 54:407-426.
18. Dawn Baumgartner E. Triaxial frequency sweep characterization for dense graded hot mix asphalt concrete mix design. In: Proceedings of the University of Saskatchewan, Saskatoon; 2005.
19. Pellinen TK, Song J, Xiao S. Characterization of hot mix asphalt with varying air voids content using triaxial shear strength test. In: Proceedings of the 8th conference on asphalt pavements for southern, Africa (CAPSA'04); September 2004.
20. a Edición, Madrid; 1992.
21. Fontes L., Trichês G., Pais J.C., Pereira P. Evaluating permanent deformation in asphalt rubber mixtures. Constr Build Mater 2010, 24:1193-1200.
22. Moreno F., Rubio M.C. Influence of crumb rubber on the indirect tensile strength and stiffness modulus of hot bituminous mixes. J Mater Civ Eng 2012, 23(6):715-724.