Palabras clave
Desprendimiento
mezclas asfálticas
efecto del agua
cemento asfáltico
mezclas asfálticas
efecto del agua
cemento asfáltico
Cómo citar
Influencia del agua en el fenómeno de stripping en mezclas asfálticas: estudio sobre el ligante. (2011). Ingenieria Y Universidad, 14(2), 297. https://doi.org/10.11144/Javeriana.iyu14-2.iafs
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Resumen
Uno de los principales daños de mezclas asfálticas in situ ocurre cuando se separa el ligante asfáltico del agregado pétreo debido a la presencia de agua. Este fenómeno se identifica con el nombre de stripping. A pesar del alto número de investigaciones realizadas, este fenómeno y las causas que lo generan no han sido totalmente entendidas e identificadas. El artículo presenta los resultados de un estudio experimental ejecutado con el fin de evaluar la influencia que tiene el ligante asfáltico en el fenómeno, debido sólo al efecto del agua. Para tal fin se realizaron ensayos de resistencia bajo carga monotónica en tracción indirecta sobre dos mezclas de concreto asfáltico fabricadas con dos ligantes diferentes (CA 80-100 y CA 60-70). Como conclusión general se reporta que la interface ligante asfáltico-agregado pétreo se afecta por el cambio en la consistencia que experimentan los cementos asfálticos en presencia del agua.
AFANASIEVA, N. y ÁLVAREZ, M. Estudio del envejecimiento de los asfaltos bajo la acción de algunos factores climáticos. Bucaramanga: Universidad Industrial de Santander, 2004.
AIREY, G. D. State of the art report on ageing test methods for bituminous pavement materials. International Journal of Pavement Engineering, 2003, vol. 4, núm. 3, pp. 165-176.
AMIRKHANIAN, S. N. y WILLIAMS, B. Recyclability of moisture damaged flexible pavements. Journal of Materials in Civil Engineering, 1993, vol. 5, núm. 4, pp. 510-530.
BAGAMPADDE, U.; ISACSSON, U. y KIGGUNDU, B. M. Influence of aggregate chemical and mineralogical composition on stripping in bituminous mixtures. International Journal of Pavement Engineering, 2005, vol. 6, núm. 4, pp. 229-239.
BISHARA, S. W.; ROBERTSON, R. E. y MAHONEY, D. Rapid oxidative aging of binder using microwave energy – An improved method. 2nd Eurasphalt and Eurobitume Congress, Session 2: Development in Bituminous Products and Techniques, Barcelona, 2000, pp. 27-36.
BOCCI, M. y CERNI, G. The ultraviolet radiation in short-and long-term aging of bitumen. 2nd Eurasphalt and Eurobitume Congress, Session 1: Performance Testing and Specifications for Binder and Mixtures, Barcelona, 2000, pp. 49-58.
BROWN, S. F. y SCHOLZ, T. V. Development of laboratory protocols for the ageing of asphalt mixtures. 2nd Eurasphalt and Eurobitume Congress, Session 1: Performance Testing and Specifications for Binder and Mixtures, Barcelona, 2000, pp. 83-90.
CARO, S. et al. Moisture susceptibility of asphalt mixtures, Part 1: mechanisms. International Journal of Pavement Engineering, 2008, vol. 9, núm. 2, pp. 81-98.
CHOQUET, F. S. y VERHASSELT, A. F. Natural and accelerated ageing of bitumens – effects on the asphaltenes. In: International Symposium on Asphaltene Particles in Fossil Fuel Exploration, Recovery, Refining and Production Processes. New York: Plenum Press, 1992, pp. 13-29.
COMMITTEE EUROPEAN OF NORMALIZATION (CEN). Bituminous mixture test methods for hot mix asphalts – Part 25: Cyclic compression tests, 2000.
INSTITUTO NACIONAL DE VÍAS (Invías). Especificaciones generales de construcción de carreteras. Bogotá, 2007a.
INSTITUTO NACIONAL DE VÍAS (Invías). Normas de ensayos de materiales para carreteras. Vols. I y II. Bogotá, 2007b.
JEMISON, H. B. et al. Evaluation of standard oven tests for hot-mix plant aging. In Transportation research record. Washington: Transportation Research Board, 1991, pp. 77-84.
KANDHAL, P. S.; LUBOLD, Jr. C. W. y ROBERTS, F. L. Water damage to asphalt overlays: case histories. NCAT Report No. 89-1. Annual Meeting of the Association of Asphalt Paving Technologists, Nashville, February 20-22, 1989.
KANITPONG, K. y BAHIA, H. U. Evaluation of HMA moisture damage in Wisconsin as it relates to pavement performance. International Journal of Pavement Engineering. 2008, vol. 9, núm. 1, pp. 9-17.
KASSEM, E. et al. Measurements of the moisture diffusion coefficient of asphalt mixtures and its relationship to mixture composition. International Journal of Pavement Engineering. 2009, vol. 10, núm. 6, pp. 389-399.
KEMP, G. R. y PREDOEHL, N. H. A comparison of field and laboratory environments of asphalt durability. Proceedings of Association of Asphalt Paving Technologist. 1981, vol. 50, pp. 492-537.
KHALID, H. A. A new approach for the accelerated ageing of porous asphalt mixtures. Proceedings of the Institution of Civil Engineers. 2002, vol. 153, núm. 3, pp. 171-181.
KHALID, H. A. y WALSH, C. M. Relating mix and binder fundamental properties of aged porous asphalt materials. 2nd Eurasphalt and Eurobitume Congress, Session 1: Performance Testing and Specifications for Binder and Mixtures, Barcelona, 2000, pp. 398-405.
KIM, O.-K. et al. Development of laboratory oxidative aging procedures for asphalt cements and asphalt mixtures. En Transportation Research Record. Washington: Transportation Research Board, 1987, pp. 101-112.
KRINGOS, N. et al. Modelling of combined physical–mechanical moisture-induced damage in asphaltic mixes, Part 1: governing processes and formulations. International Journal of Pavement Engineering. 2008a, vol. 9, núm. 2, pp. 115-128.
KRINGOS, N. et al. Modelling of combined physical–mechanical moisture-induced damage in asphaltic mixes, Part 2: moisture susceptibility parameters. International Journal of Pavement Engineering. 2008b, vol. 9, núm. 2, pp. 129-151.
KUPPENS, E. A. M. et al. Bitumen-ageing tests for predicting durability of porous asphalt. En DI BENEDETTO, H. y FRANCKEN, L. (eds.). Fifth International RILEM Symposium, Mechanical Tests for Bituminous Materials, 1997, pp. 71-77.
LOTTMAN, R. P. y JOHNSON, D. L. The moisture mechanism that causes asphalt stripping in asphaltic pavement mixtures. Engineering Experimental Station. Idaho: University of Idaho, 1971.
LU, Q. y HARVEY, J. T. Field investigation of factors associated with moisture damage in asphalt pavements. 10th International conference on asphalt pavements (ISAP), Quebec, 2006a, pp. 691-700.
LU, Q. y HARVEY, J. T. Evaluation of moisture sensitivity of hot mix asphalt by flexural beam fatigue tests. s. l.: Asphalt Concrete (ASCE), 2006b, pp. 124-133.
MAJILDZADEH, K. y BROVOLD, F. N. State of the art: Effect of water on bitumen-aggregate mixtures. Highway Res. Board Special Report 98, núm. 1456, p. 1968.
MALLICK, R. B.; PELLAND, R. y HUGO, F. Use of accelerated loading equipment for determination of long term moisture susceptibility of hot mix asphalt. International Journal of Pavement Engineering. 2005, vol. 6, núm. 2, pp. 125-136.
MIGLIORI, F. y CORTÉ, J. F. Comparative study of RTFOT and PAV aging simulation laboratory tests. En Transportation research record, 1638. Washington: Transportation Research Board, 1998, pp. 56-63.
MOHAMED, E. H. H. Debonding location in asphalt concrete associated with moisture damage. Journal of Materials in Civil Engineering. 1993, vol. 5, núm. 4, pp. 497-509.
MOHAMMAD, J.; KHATTAK, A. M. y KYATHAM V. Mechanistic characteristics of moisture damaged asphalt matrix and hot mix asphalt mixtures. s. l.: Airfield and Highway Pavements, 2008.
MONTEPARA, A. A theoretical-interpretative model of the relationship between UV-radiation ageing of bitumen and viscosity variation. Eurobitume Workshop, Luxemburg, 1999.
MONTEPARA, A. y GIULIANI, F. Comparison between ageing simulation tests of road bitumen. 2nd Eurasphalt and Eurobitume Congress, Session 1: Performance Testing and Specifications for Binder and Mixtures, Barcelona, 2000, pp. 518-523.
PETERSON, J. C. Chemistry of asphalt--Aggregate interactions relationship with pavement moisture damage test. Transportation Research Record. 1982, vol. 83, pp. 95-104.
SAID, S. F. Aging effect on mechanical characteristics of bituminous mixtures. Transportation Research Record: Journal of the Transportation Research Board, 1901. Washington, 2005, pp. 1-9.
SHEN, J.; AMIRKHANIAN, S. y TANG, B. Influence of accelerated aging test temperature on the properties of binders. International Journal of Pavement Engineering. 2006, vol. 7, núm. 3, pp. 191-198.
SHIAU, J.-M. et al. Characterization of age-hardening potential of asphalt by using Corbett-Swarbrick Asphalt Fractionation Test. En Transportation Research Record, 1323. Washington: Transportation Research Board, 1991, pp. 53-60.
STUART, K. D. Evaluation of procedure used to predict moisture damage in asphalt mixtures. Report No. RD-8/091, Federal Highway Administration, 1986.
VARGAS, X. A. et al. Asphalt rheology evolution through thermo-oxidation (aging) in a rheo-reactor. FUEL. 2008, vol. 87, núms. 13-14, pp. 3018-3023.
VERHASSELT, A. F. Field ageing of bituminous binders: simulation and kinetic approach. En: DI BENEDETTO, H. y FRANCKEN, L. (eds.). Fifth International RILEM Symposium, Mechanical Tests for Bituminous Materials, 1997, pp. 121-128.
WELBORN, J. Y. Physical properties as related to asphalt durability: State of the art. Transportation Research Record, 999. Washington: Transportation Research Board, 1984, pp. 31-36.
WILLIAMS, T. M. y MIKNIS, F. P. Use of environmental SEM to study asphalt-water interactions. Journal of Materials in Civil Engineering. 1998, vol. 10, núm. 2, pp. 121-124.
AIREY, G. D. State of the art report on ageing test methods for bituminous pavement materials. International Journal of Pavement Engineering, 2003, vol. 4, núm. 3, pp. 165-176.
AMIRKHANIAN, S. N. y WILLIAMS, B. Recyclability of moisture damaged flexible pavements. Journal of Materials in Civil Engineering, 1993, vol. 5, núm. 4, pp. 510-530.
BAGAMPADDE, U.; ISACSSON, U. y KIGGUNDU, B. M. Influence of aggregate chemical and mineralogical composition on stripping in bituminous mixtures. International Journal of Pavement Engineering, 2005, vol. 6, núm. 4, pp. 229-239.
BISHARA, S. W.; ROBERTSON, R. E. y MAHONEY, D. Rapid oxidative aging of binder using microwave energy – An improved method. 2nd Eurasphalt and Eurobitume Congress, Session 2: Development in Bituminous Products and Techniques, Barcelona, 2000, pp. 27-36.
BOCCI, M. y CERNI, G. The ultraviolet radiation in short-and long-term aging of bitumen. 2nd Eurasphalt and Eurobitume Congress, Session 1: Performance Testing and Specifications for Binder and Mixtures, Barcelona, 2000, pp. 49-58.
BROWN, S. F. y SCHOLZ, T. V. Development of laboratory protocols for the ageing of asphalt mixtures. 2nd Eurasphalt and Eurobitume Congress, Session 1: Performance Testing and Specifications for Binder and Mixtures, Barcelona, 2000, pp. 83-90.
CARO, S. et al. Moisture susceptibility of asphalt mixtures, Part 1: mechanisms. International Journal of Pavement Engineering, 2008, vol. 9, núm. 2, pp. 81-98.
CHOQUET, F. S. y VERHASSELT, A. F. Natural and accelerated ageing of bitumens – effects on the asphaltenes. In: International Symposium on Asphaltene Particles in Fossil Fuel Exploration, Recovery, Refining and Production Processes. New York: Plenum Press, 1992, pp. 13-29.
COMMITTEE EUROPEAN OF NORMALIZATION (CEN). Bituminous mixture test methods for hot mix asphalts – Part 25: Cyclic compression tests, 2000.
INSTITUTO NACIONAL DE VÍAS (Invías). Especificaciones generales de construcción de carreteras. Bogotá, 2007a.
INSTITUTO NACIONAL DE VÍAS (Invías). Normas de ensayos de materiales para carreteras. Vols. I y II. Bogotá, 2007b.
JEMISON, H. B. et al. Evaluation of standard oven tests for hot-mix plant aging. In Transportation research record. Washington: Transportation Research Board, 1991, pp. 77-84.
KANDHAL, P. S.; LUBOLD, Jr. C. W. y ROBERTS, F. L. Water damage to asphalt overlays: case histories. NCAT Report No. 89-1. Annual Meeting of the Association of Asphalt Paving Technologists, Nashville, February 20-22, 1989.
KANITPONG, K. y BAHIA, H. U. Evaluation of HMA moisture damage in Wisconsin as it relates to pavement performance. International Journal of Pavement Engineering. 2008, vol. 9, núm. 1, pp. 9-17.
KASSEM, E. et al. Measurements of the moisture diffusion coefficient of asphalt mixtures and its relationship to mixture composition. International Journal of Pavement Engineering. 2009, vol. 10, núm. 6, pp. 389-399.
KEMP, G. R. y PREDOEHL, N. H. A comparison of field and laboratory environments of asphalt durability. Proceedings of Association of Asphalt Paving Technologist. 1981, vol. 50, pp. 492-537.
KHALID, H. A. A new approach for the accelerated ageing of porous asphalt mixtures. Proceedings of the Institution of Civil Engineers. 2002, vol. 153, núm. 3, pp. 171-181.
KHALID, H. A. y WALSH, C. M. Relating mix and binder fundamental properties of aged porous asphalt materials. 2nd Eurasphalt and Eurobitume Congress, Session 1: Performance Testing and Specifications for Binder and Mixtures, Barcelona, 2000, pp. 398-405.
KIM, O.-K. et al. Development of laboratory oxidative aging procedures for asphalt cements and asphalt mixtures. En Transportation Research Record. Washington: Transportation Research Board, 1987, pp. 101-112.
KRINGOS, N. et al. Modelling of combined physical–mechanical moisture-induced damage in asphaltic mixes, Part 1: governing processes and formulations. International Journal of Pavement Engineering. 2008a, vol. 9, núm. 2, pp. 115-128.
KRINGOS, N. et al. Modelling of combined physical–mechanical moisture-induced damage in asphaltic mixes, Part 2: moisture susceptibility parameters. International Journal of Pavement Engineering. 2008b, vol. 9, núm. 2, pp. 129-151.
KUPPENS, E. A. M. et al. Bitumen-ageing tests for predicting durability of porous asphalt. En DI BENEDETTO, H. y FRANCKEN, L. (eds.). Fifth International RILEM Symposium, Mechanical Tests for Bituminous Materials, 1997, pp. 71-77.
LOTTMAN, R. P. y JOHNSON, D. L. The moisture mechanism that causes asphalt stripping in asphaltic pavement mixtures. Engineering Experimental Station. Idaho: University of Idaho, 1971.
LU, Q. y HARVEY, J. T. Field investigation of factors associated with moisture damage in asphalt pavements. 10th International conference on asphalt pavements (ISAP), Quebec, 2006a, pp. 691-700.
LU, Q. y HARVEY, J. T. Evaluation of moisture sensitivity of hot mix asphalt by flexural beam fatigue tests. s. l.: Asphalt Concrete (ASCE), 2006b, pp. 124-133.
MAJILDZADEH, K. y BROVOLD, F. N. State of the art: Effect of water on bitumen-aggregate mixtures. Highway Res. Board Special Report 98, núm. 1456, p. 1968.
MALLICK, R. B.; PELLAND, R. y HUGO, F. Use of accelerated loading equipment for determination of long term moisture susceptibility of hot mix asphalt. International Journal of Pavement Engineering. 2005, vol. 6, núm. 2, pp. 125-136.
MIGLIORI, F. y CORTÉ, J. F. Comparative study of RTFOT and PAV aging simulation laboratory tests. En Transportation research record, 1638. Washington: Transportation Research Board, 1998, pp. 56-63.
MOHAMED, E. H. H. Debonding location in asphalt concrete associated with moisture damage. Journal of Materials in Civil Engineering. 1993, vol. 5, núm. 4, pp. 497-509.
MOHAMMAD, J.; KHATTAK, A. M. y KYATHAM V. Mechanistic characteristics of moisture damaged asphalt matrix and hot mix asphalt mixtures. s. l.: Airfield and Highway Pavements, 2008.
MONTEPARA, A. A theoretical-interpretative model of the relationship between UV-radiation ageing of bitumen and viscosity variation. Eurobitume Workshop, Luxemburg, 1999.
MONTEPARA, A. y GIULIANI, F. Comparison between ageing simulation tests of road bitumen. 2nd Eurasphalt and Eurobitume Congress, Session 1: Performance Testing and Specifications for Binder and Mixtures, Barcelona, 2000, pp. 518-523.
PETERSON, J. C. Chemistry of asphalt--Aggregate interactions relationship with pavement moisture damage test. Transportation Research Record. 1982, vol. 83, pp. 95-104.
SAID, S. F. Aging effect on mechanical characteristics of bituminous mixtures. Transportation Research Record: Journal of the Transportation Research Board, 1901. Washington, 2005, pp. 1-9.
SHEN, J.; AMIRKHANIAN, S. y TANG, B. Influence of accelerated aging test temperature on the properties of binders. International Journal of Pavement Engineering. 2006, vol. 7, núm. 3, pp. 191-198.
SHIAU, J.-M. et al. Characterization of age-hardening potential of asphalt by using Corbett-Swarbrick Asphalt Fractionation Test. En Transportation Research Record, 1323. Washington: Transportation Research Board, 1991, pp. 53-60.
STUART, K. D. Evaluation of procedure used to predict moisture damage in asphalt mixtures. Report No. RD-8/091, Federal Highway Administration, 1986.
VARGAS, X. A. et al. Asphalt rheology evolution through thermo-oxidation (aging) in a rheo-reactor. FUEL. 2008, vol. 87, núms. 13-14, pp. 3018-3023.
VERHASSELT, A. F. Field ageing of bituminous binders: simulation and kinetic approach. En: DI BENEDETTO, H. y FRANCKEN, L. (eds.). Fifth International RILEM Symposium, Mechanical Tests for Bituminous Materials, 1997, pp. 121-128.
WELBORN, J. Y. Physical properties as related to asphalt durability: State of the art. Transportation Research Record, 999. Washington: Transportation Research Board, 1984, pp. 31-36.
WILLIAMS, T. M. y MIKNIS, F. P. Use of environmental SEM to study asphalt-water interactions. Journal of Materials in Civil Engineering. 1998, vol. 10, núm. 2, pp. 121-124.
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