Effects of aggregate shape and size and surfactants on the resilient modulus of bituminous mixes

Canadian Journal of Civil Engineering

Volumn 38, Issue 8, 2011, Pages 893-899

  DelRio Prat, Maria ^a   Sanchez Alonso, Elsa ^a   Vega Zamanillo, Angel ^a   Castro Fresno, Daniel ^a  

^a UNIVERSITY OF CANTABRIA   (Spain)

Author keywords

Bituminous mixes; Resilient modulus; Rounded aggregates; Surfactants; Temperature

Indexed keywords

AGGREGATE SHAPE; AGGREGATE TYPE; BITUMINOUS MIXES; COMPACTION TEMPERATURE; COMPARATIVE STUDIES; CYLINDRICAL SAMPLES; FUNDAMENTAL PROPERTIES; INDIRECT TENSILE TEST; PAVEMENT DESIGN; RESILIENT MODULUS; ROUNDED AGGREGATES; STRUCTURAL BEHAVIORS;

COMPACTION; MANUFACTURE; PAVEMENTS; SURFACE ACTIVE AGENTS; TENSILE TESTING;

BITUMINOUS MATERIALS;

AGGREGATE; BITUMEN; COMPACTION; MODEL VALIDATION; PAVEMENT; REGRESSION ANALYSIS; RESILIENCE; STRUCTURAL ANALYSIS; SURFACTANT; TEMPERATURE EFFECT; TENSILE STRENGTH;

EID: 80052584166     PISSN: 03151468     EISSN: 12086029     Source Type: Journal    
DOI: 10.1139/l11-057     Document Type: Article

References (11)

1. Castano, N., Ferre, P., Fossas, F., and Punet, A. 2004. A real heat stable bitumen antistripping agent. In Proceedings of the 8th Conference on Asphalt Pavements for Southern Africa (CAPSA'04), 12-16 September 2004, Sun City, South Africa. Document Transformation Technologies.
2. Cho, Y.-H., Park, D.-W., and Hwang, S.-D. 2010. A predictive equation for dynamic modulus of asphalt mixtures used in Korea.Construction and Building Materials, 24(4): 513-519. doi:10.1016/j.conbuildmat.2009.10.008.
3. EN 12697-26. 2006. [Bituminous mixtures.] Test methods for hot mix asphalt. Part 26: Stiffness.
4. EN 12697-30. 2007. [Bituminous mixtures.] Test methods for hot mix asphalt. Part 30: Specimen preparation by impact compactor.
5. EN 13108-1. 2007. [Bituminous mixtures.] Material specifications.Part 1: Asphalt concrete.
6. Ghaffarpour, J.S., and Khodaii, A. 2009. Comparing factors affecting resilient modulus in asphalt mixtures. Scientia Iranica, 16(5A): 367-375.
7. Kök, B.V., and Kuloǧlu, N. 2007. The effects of different binders on mechanical properties of hot mix asphalt. International Journal of Science and Technology, 2(1): 41-48.
8. Limon, P., Cremades Ibanez, I., Mirorecasens, R., and Garnica Anguas, P. 2009. Efecto de la temperatura de compactacion sobre el modulo resiliente de las mezclas asfalticas. Carreteras, 4(163): 8-20.
9. Martinez, F.O., Angelone, S.M., and Giovanon, O.H. 2009. Un modelo de estimacion del modulo dinamico de mezclas asfalticas utilizando redes neuronales. XV Congreso CILA, Lisboa. pp. 883-892.
10. Norambuena-Contreras, J., Castro-Fresno, D., Vega-Zamanillo, A.,Celaya, M., and Lombillo-Vozmediano, I. 2010. Dynamicmodulus of asphalt mixture by ultrasonic direct test. NDT & E International, 43(7): 629-634. doi:10.1016/j.ndteint.2010.06.007.
11. Orden Circular 24/2008. 2008. Articulo 542: Mezclas bituminosas para capas de rodadura. Ministerio de Fomento, Espana.