Sobre la permeabilidad de las mezclas asfálticas densas (parte I)

Infiltration of water through the interconnected voids of the asphalt layers produces the loss of the adhesive bond between the aggregate surface and the asphalt binder, initiating deterioration which can result in the destruction of the mat. A first step to face the problems caused by the presence...

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Autores:
Sánchez Sabogal, Fernando
Tipo de recurso:
Article of investigation
Fecha de publicación:
2012
Institución:
Escuela Colombiana de Ingeniería Julio Garavito
Repositorio:
Repositorio Institucional ECI
Idioma:
spa
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oai:repositorio.escuelaing.edu.co:001/2499
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https://repositorio.escuelaing.edu.co/handle/001/2499
Palabra clave:
Mezclas asfálticas
Permeabilidad
Pavimento
Vacíos con aire
Carreteras
Asphalt mix
Permeability
Pavement
Air voids
Highways
Rights
openAccess
License
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network_acronym_str ESCUELAIG2
network_name_str Repositorio Institucional ECI
repository_id_str
dc.title.spa.fl_str_mv Sobre la permeabilidad de las mezclas asfálticas densas (parte I)
dc.title.alternative.eng.fl_str_mv About the permeability of dense graded asphalt mixes
title Sobre la permeabilidad de las mezclas asfálticas densas (parte I)
spellingShingle Sobre la permeabilidad de las mezclas asfálticas densas (parte I)
Mezclas asfálticas
Permeabilidad
Pavimento
Vacíos con aire
Carreteras
Asphalt mix
Permeability
Pavement
Air voids
Highways
title_short Sobre la permeabilidad de las mezclas asfálticas densas (parte I)
title_full Sobre la permeabilidad de las mezclas asfálticas densas (parte I)
title_fullStr Sobre la permeabilidad de las mezclas asfálticas densas (parte I)
title_full_unstemmed Sobre la permeabilidad de las mezclas asfálticas densas (parte I)
title_sort Sobre la permeabilidad de las mezclas asfálticas densas (parte I)
dc.creator.fl_str_mv Sánchez Sabogal, Fernando
dc.contributor.author.none.fl_str_mv Sánchez Sabogal, Fernando
dc.contributor.researchgroup.spa.fl_str_mv Grupo de Investigación en Geotecnia
dc.subject.proposal.spa.fl_str_mv Mezclas asfálticas
Permeabilidad
Pavimento
Vacíos con aire
Carreteras
topic Mezclas asfálticas
Permeabilidad
Pavimento
Vacíos con aire
Carreteras
Asphalt mix
Permeability
Pavement
Air voids
Highways
dc.subject.proposal.eng.fl_str_mv Asphalt mix
Permeability
Pavement
Air voids
Highways
description Infiltration of water through the interconnected voids of the asphalt layers produces the loss of the adhesive bond between the aggregate surface and the asphalt binder, initiating deterioration which can result in the destruction of the mat. A first step to face the problems caused by the presence of water in these systems is to quantify the in-place permeability of asphalt mixes used on the surface layers that wear traffic. Based on data on the aggregate gradation and on the permeability and the volumetric composition of existing asphaltic pavement cores, an equation has been developed to estimate the permeability of a dense graded asphalt mix, starting from the percentage of air voids and the gradation of the aggregate that constitute it. The equation can be used by pavement engineers to control the permeability of these mixtures during the design phase as well as during its setting in-place.
publishDate 2012
dc.date.issued.none.fl_str_mv 2012
dc.date.accessioned.none.fl_str_mv 2023-07-19T21:05:27Z
dc.date.available.none.fl_str_mv 2023-07-19T21:05:27Z
dc.type.spa.fl_str_mv Artículo de revista
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dc.relation.citationendpage.spa.fl_str_mv 16
dc.relation.citationissue.spa.fl_str_mv 85
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dc.relation.ispartofjournal.eng.fl_str_mv Revista de la Escuela Colombiana de Ingeniería
dc.relation.references.spa.fl_str_mv Gierhart, D. (2010, June 18th). Correcting permeability in dense-graded HMA mixes. Asphalt Institute.
Asphalt Institute (1995). Mix design methods. Manual series, N°. 2, 6th ed. Lexington, Ky.
McLaughlin, J.F. & Goetz, W.H. (1995). Permeability, void content and durability of bituminous concrete. HRB Proceedings, vol. 34, pp. 274-286.
Shklarsky, E. & Kimchi, A. (1962). Influence of voids, bitumen and filler content on permeability of sand-asphalt mixtures. HRB Bulletin, 358. Washington, D.C., pp. 12-37.
Zube, E. (1962). Compaction studies of asphalt concrete pavements as related to the water permeability test. HRB Bulletin, 358. Washington, D.C., pp. 12-37.
Brown, E.R., Collins, R. & Brownfield, J.R. (1989). Investigation of segregation of asphalt mixtures in the state of Georgia. Transportation Research Record, 1217. Washington, D.C.: National Research Council.
Gotolski, W.H., Roberts, J.M., Smith, R.W. & Ciesielski, C.A. (1972). Permeance as a mix design criterion for asphaltic concrete pavements. Research Project, 68-1. Pennsylvania: Pennsylvanioa Deparment of Transportation.
Maupin Jr., G.W. (2000). Asphalt permeability testing in Virginia. Presented at the 79th Annual Meeting of the Transportation Research Board.
Choubane, B., Page, G.C. & Musselman, J.A. (1997, July). Investigation of water permeability of coarse graded superpave pavements. Research REport, FL/DOT/SMO/97-416. Florida DOT.
Cooley Jt., L.A., PRowell, B.D. & Brown, E.R. (2002, July). Issues pertaining to the permeability characteristics of Coarse-Graded superpave mixes. NCAT Report, N°. 2002-06. Auburn, AL 36830: National Center for Asphalt Technology.
Mallick, R.B., Cooley Jr., L.A., Teto, M.R:, Bradbury, R.L. & Peabosy, D. (2003, June). An evaluation of factors affecting permeability of superpave designe dpavements. NCAT Report, N°. 03-02. Auburn, AL 36830: Auburn University, National Center for Asphalt Technology.
MAupin Jr., G.W. (2000, June). Investigation of test methods, pavements, and laboratory design related to asphalt permeability. Report VTRC 00-R24. Charlottesville, Virginia: Virginia Transportation Research Council.
Brown, E.R., Hainin, MR., Cooley Jr., L.A. & Hurley, G. (2004, September). Relationship of HMA in-place air voids, lif thickness, and permeability. NCHRP Web document 68 (Project 9-27). Auburn, Alabama: Auburn Univeristy, National Center of Asphalt Technology.
Hudson, S.B. & Davis, R.L. (1965). Relationship of aggregate voidage to gradation. Journal of the Association of Asphalt Paving Technologists, vol. 34.
Ford, M.C. & McWilliams, C.E. (1988). Asphalt mix permeability. Fayetteville, AR: University of Arkansas.
Cooley Jr., L.A., Brown, E.R. & Maghsoodloo, S. (2001, September). Development of critical field permeability and pavement density values for coarse-graded superpave pavements. NCAT Repoert, 01-03. Auburn AL 36830: Auburn University, National Center for Asphalt Technology Auburn University.
Westerman, J.R. (1998, January 21). AHTD's experience with superpave pavement permeability. Little rock, Arkansas: Arkansas Superpave Symposium.
Musselman, J.A., Choubane, B., Page, G.C. & Upshaw, P.B. (2006). Superpave field implementation: Florida's early experience. Gainesville, FL 32609: Florida Dept. of Transportation, State Materials Office, N.E. Waldo Road.
Mohammad, L.N., Herath, A. & Huang, B. (2003). Evaluation of permeability of superpave asphalt mixtures. TRB 2003 Annual Meeting CD-ROM.
Cechetini, J.A. (1974). Vibratory compaction of asphalt concrete pavements. Proceedings, vol. 43. Association of Asphalt Paving Technologists, pp. 384-408.
Abd El Halim, O. & Abdelzaher, M. (2006). Asphalt multi-integrated rollers and steel drum compactors: evaluating effect of compaction on permeability of asphalt pavements. Carleton University, Department of Civil and Environmental Engineering, Transportation Research Rcord, Issu 1967, pp. 173-180.
Massad, E., Al-Omari, A. & Lytton, R. (2006). Simple method for predicting laboratory and field permeability of hot-mix asphalt. Washington, D.C.: Transportation Research Record N°. 1970, Transportation Research Board of the NAtional Academies, pp. 55-63.
Brown, E.R., Dacker, D. Mallick, R. & Bukowski, J. (1999). Superpave construction issues and early performance evaluation. Journal of the Association of asphalt paving technologists, vol. 68, pp. 613-623.
Waddah, S.A., Obaidat, M.T. & Abu-Sa´da, N. M. (1998, MAy). Influence of aggregate type and gradation on voids of asphalt concrete pavements. Journal of MAterials in Civil Engineering, vol. 10, N°. 2. Reston, Virginia, pp. 76-85.
Ruiz, C., Rivara de Ronchi, Y. & Llano, O.M. (1997, mayo). Sobre la estructura granular de las mezclas asfálticas convencionales. Segunda parte. Vigésima Reunión del Asfalto. Buenos Aires: Comisión Permanente de Asfalto, pp. 45-76.
Khosla, N.P. & Sadasivam, S. (2005, February). Determination of optimum gradation for resistance to permeabiliy, rutting and fatigue cracking. Report N°. FHWA/NC/2004-12. North Carolina State University, Department of Civil Engineering.
Gogula, A.K., Hossain, M. & Romanoschi, S.A. (2004, November). A study of factors affecting the permeability of superpave minxtures in kansas. Report N°. K-TRAN: KSU-00-02. Manhattan, Kansas: Kansas State University, Deparment of Civil Engineering.
Prowell, B.D. (2001, October). Investigation of pavement permeability: Old bridge road. Report N°. VTRC 02-TAR5. Char-lottesville, Virginia: Virginia Transportation Research Council.
Russell, J.S., Bahia, H.U., Kanitpong, K., Schimitt, R. & Crovetti, J. (2005, April). Effect of pavement thickness on superpave mix permeability and density. WisDOT Highway Research Study 0092-02-14. University of Wisconsin.
Hainin, M.R., Cooley Jr., L.A. & PRowell, B.D. (2003, January). An investigation of factors influencing permeability of superpave mixes. Auburn, AL: National Center for Asphalt Technology, 82nd Annual Meeting of Transportation Research Board.
Florida Department of Transportation (2000, September, 1.°). Florida method of test for measurement of water permeability of compacted asphalt paving mixtures - designation: FM 5-565. Revised: January 26, 2006.
Virginia Department of Transportation (2005, October 6). Virginia test method - 120 methods of test for measurement of permeability of bituminous paving mixtures using a flexible wall permeameter - (Asphalt Lab).
Oklahoma Department of Transportation (2007). OHD L-44 method of test for measurement of water permeability of compacted paving mixtures. Revised 9/24/07.
James, J.M. (1988, September). Asphalt mix permeability, final report, TRC-82, FHWA/AR-88/003. Arkansas State Highway and Transportation Department
Kari, W.J. & Santucci, L.E. (1963). Control of asphalt concrete construction by the air permeability test. Association of Asphalt Paving Technologists, vol. 32.
Allen, D.L., Schultz Jr., D. & Fleckenstein, L.J. (2001, July). Development and proposed implementation of a field permeability test for asphalt concrete. Research report KTC-01-19/SPR216-00-1F. Lexington,, Kentucky, College of Engineer (revised June, 2003).
Cooley Jr., L.A. (1999, February). Permeability of superpave mixtures: evaluation of field permeameters. NCAT report, N°. 99-1. Alabama: National Center for Aspahlt Technology, Auburn University.
Cooley Jr., L.A. & Brown, E.R. (2000). Selection and evaluation of a field permeability device for asphalt pavements. Transportation Research Record 1723.
Gogula, A.K., Hossain, M., Romanoschi, S. & Fager, G.A. (2003, August). Correlation between the laboratory and field permeability values fir the superpave pavements. Kansas State University and Kansas Department of Transportation. Proceedings of the 2003 Mid-Continent Transportation Research Symposium. Ames, Iowa.
Al Omari, A.M. (2004, December). Analysis of HMA permeability through microstructure characterization and simulation of fluid flow in X-Ray CT images. Texas A&M University.
Kutay, M.E., Wydilek, A.H., Masad, E. & Harman, T. (2007, March). Computational and experimental evaluation of hydraulic conductivity anisotropy in Hot-Mix asphalt. Internation al Journal of Pavement Engineering, vol. 8, N°. 1, pp. 29-43.
Mohammad, L.N., Herath, A., Wu, Z. & Cooper, S. (2005). Factors influencing the permeability of HOT-MIX asphalt mixtures. Shreveport, Louisiana TRanspotation Research Center, Louisiana Asphalt Technology Conference, February 23-24.
Masad, E., Al-Omari, A. & Lytton, R.L. (2006). Simple method for predicting laboratory and field permeability of Hot-Mix asphalt. Washington D.C.: Transportation Research Record, N°. 1970, pp. 55-63.
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spelling Sánchez Sabogal, Fernando98cf34a8963dd0207d36a51271098ad0600Grupo de Investigación en Geotecnia2023-07-19T21:05:27Z2023-07-19T21:05:27Z20120121-5132https://repositorio.escuelaing.edu.co/handle/001/2499Infiltration of water through the interconnected voids of the asphalt layers produces the loss of the adhesive bond between the aggregate surface and the asphalt binder, initiating deterioration which can result in the destruction of the mat. A first step to face the problems caused by the presence of water in these systems is to quantify the in-place permeability of asphalt mixes used on the surface layers that wear traffic. Based on data on the aggregate gradation and on the permeability and the volumetric composition of existing asphaltic pavement cores, an equation has been developed to estimate the permeability of a dense graded asphalt mix, starting from the percentage of air voids and the gradation of the aggregate that constitute it. The equation can be used by pavement engineers to control the permeability of these mixtures during the design phase as well as during its setting in-place.La infiltración de agua a través de los vacíos interconectaos s de las capas asfálticas produce pérdidas de adherencia entre el ligante y los agregados, dando inicio a desprendimientos que pueden derivar en las destrucción del pavimento. Un primer paso para enfrentar los problemas causados por la presencia de agua en estos sistemas, cosiste en cuantificar la permeabilidad de las mezclas asfálticas utilizadas en las capas de rodadura. Partiendo de datos sobre la granulometría de los agregados y sobre la permeabilidad y la composición volumétrica de núcleos de pavimentos asfálticos en servicio, se ha desarrollado un ecuación que permite estimar la permeabilidad de una mezcla asfáltica densa a partir de su porcentaje de vacíos con aire y de la granulometría de los agregados que la constituyen. La ecuación puede ser utilizada por los ingenieros de pavimentos para controlar los niveles de permeabilidad de estas mezclas tanto durante la fase de diseño, como durante su colocación en el terreno.10 páginasapplication/pdfspaUniversidad Escuela Colombiana de Ingeniería Julio GaravitoBogotáhttps://creativecommons.org/licenses/by-nc-nd/4.0/info:eu-repo/semantics/openAccessAtribución-NoComercial-SinDerivadas 4.0 Internacional (CC BY-NC-ND 4.0)http://purl.org/coar/access_right/c_abf2Sobre la permeabilidad de las mezclas asfálticas densas (parte I)About the permeability of dense graded asphalt mixesArtículo de revistainfo:eu-repo/semantics/publishedVersionhttp://purl.org/coar/resource_type/c_2df8fbb1Textinfo:eu-repo/semantics/articlehttp://purl.org/redcol/resource_type/ARThttp://purl.org/coar/version/c_970fb48d4fbd8a8516857XXIIN/ARevista de la Escuela Colombiana de IngenieríaGierhart, D. (2010, June 18th). Correcting permeability in dense-graded HMA mixes. Asphalt Institute.Asphalt Institute (1995). Mix design methods. Manual series, N°. 2, 6th ed. Lexington, Ky.McLaughlin, J.F. & Goetz, W.H. (1995). Permeability, void content and durability of bituminous concrete. HRB Proceedings, vol. 34, pp. 274-286.Shklarsky, E. & Kimchi, A. (1962). Influence of voids, bitumen and filler content on permeability of sand-asphalt mixtures. HRB Bulletin, 358. Washington, D.C., pp. 12-37.Zube, E. (1962). Compaction studies of asphalt concrete pavements as related to the water permeability test. HRB Bulletin, 358. Washington, D.C., pp. 12-37.Brown, E.R., Collins, R. & Brownfield, J.R. (1989). Investigation of segregation of asphalt mixtures in the state of Georgia. Transportation Research Record, 1217. Washington, D.C.: National Research Council.Gotolski, W.H., Roberts, J.M., Smith, R.W. & Ciesielski, C.A. (1972). Permeance as a mix design criterion for asphaltic concrete pavements. Research Project, 68-1. Pennsylvania: Pennsylvanioa Deparment of Transportation.Maupin Jr., G.W. (2000). Asphalt permeability testing in Virginia. Presented at the 79th Annual Meeting of the Transportation Research Board.Choubane, B., Page, G.C. & Musselman, J.A. (1997, July). Investigation of water permeability of coarse graded superpave pavements. Research REport, FL/DOT/SMO/97-416. Florida DOT.Cooley Jt., L.A., PRowell, B.D. & Brown, E.R. (2002, July). Issues pertaining to the permeability characteristics of Coarse-Graded superpave mixes. NCAT Report, N°. 2002-06. Auburn, AL 36830: National Center for Asphalt Technology.Mallick, R.B., Cooley Jr., L.A., Teto, M.R:, Bradbury, R.L. & Peabosy, D. (2003, June). An evaluation of factors affecting permeability of superpave designe dpavements. NCAT Report, N°. 03-02. Auburn, AL 36830: Auburn University, National Center for Asphalt Technology.MAupin Jr., G.W. (2000, June). Investigation of test methods, pavements, and laboratory design related to asphalt permeability. Report VTRC 00-R24. Charlottesville, Virginia: Virginia Transportation Research Council.Brown, E.R., Hainin, MR., Cooley Jr., L.A. & Hurley, G. (2004, September). Relationship of HMA in-place air voids, lif thickness, and permeability. NCHRP Web document 68 (Project 9-27). Auburn, Alabama: Auburn Univeristy, National Center of Asphalt Technology.Hudson, S.B. & Davis, R.L. (1965). Relationship of aggregate voidage to gradation. Journal of the Association of Asphalt Paving Technologists, vol. 34.Ford, M.C. & McWilliams, C.E. (1988). Asphalt mix permeability. Fayetteville, AR: University of Arkansas.Cooley Jr., L.A., Brown, E.R. & Maghsoodloo, S. (2001, September). Development of critical field permeability and pavement density values for coarse-graded superpave pavements. NCAT Repoert, 01-03. Auburn AL 36830: Auburn University, National Center for Asphalt Technology Auburn University.Westerman, J.R. (1998, January 21). AHTD's experience with superpave pavement permeability. Little rock, Arkansas: Arkansas Superpave Symposium.Musselman, J.A., Choubane, B., Page, G.C. & Upshaw, P.B. (2006). Superpave field implementation: Florida's early experience. Gainesville, FL 32609: Florida Dept. of Transportation, State Materials Office, N.E. Waldo Road.Mohammad, L.N., Herath, A. & Huang, B. (2003). Evaluation of permeability of superpave asphalt mixtures. TRB 2003 Annual Meeting CD-ROM.Cechetini, J.A. (1974). Vibratory compaction of asphalt concrete pavements. Proceedings, vol. 43. Association of Asphalt Paving Technologists, pp. 384-408.Abd El Halim, O. & Abdelzaher, M. (2006). Asphalt multi-integrated rollers and steel drum compactors: evaluating effect of compaction on permeability of asphalt pavements. Carleton University, Department of Civil and Environmental Engineering, Transportation Research Rcord, Issu 1967, pp. 173-180.Massad, E., Al-Omari, A. & Lytton, R. (2006). Simple method for predicting laboratory and field permeability of hot-mix asphalt. Washington, D.C.: Transportation Research Record N°. 1970, Transportation Research Board of the NAtional Academies, pp. 55-63.Brown, E.R., Dacker, D. Mallick, R. & Bukowski, J. (1999). Superpave construction issues and early performance evaluation. Journal of the Association of asphalt paving technologists, vol. 68, pp. 613-623.Waddah, S.A., Obaidat, M.T. & Abu-Sa´da, N. M. (1998, MAy). Influence of aggregate type and gradation on voids of asphalt concrete pavements. Journal of MAterials in Civil Engineering, vol. 10, N°. 2. Reston, Virginia, pp. 76-85.Ruiz, C., Rivara de Ronchi, Y. & Llano, O.M. (1997, mayo). Sobre la estructura granular de las mezclas asfálticas convencionales. Segunda parte. Vigésima Reunión del Asfalto. Buenos Aires: Comisión Permanente de Asfalto, pp. 45-76.Khosla, N.P. & Sadasivam, S. (2005, February). Determination of optimum gradation for resistance to permeabiliy, rutting and fatigue cracking. Report N°. FHWA/NC/2004-12. North Carolina State University, Department of Civil Engineering.Gogula, A.K., Hossain, M. & Romanoschi, S.A. (2004, November). A study of factors affecting the permeability of superpave minxtures in kansas. Report N°. K-TRAN: KSU-00-02. Manhattan, Kansas: Kansas State University, Deparment of Civil Engineering.Prowell, B.D. (2001, October). Investigation of pavement permeability: Old bridge road. Report N°. VTRC 02-TAR5. Char-lottesville, Virginia: Virginia Transportation Research Council.Russell, J.S., Bahia, H.U., Kanitpong, K., Schimitt, R. & Crovetti, J. (2005, April). Effect of pavement thickness on superpave mix permeability and density. WisDOT Highway Research Study 0092-02-14. University of Wisconsin.Hainin, M.R., Cooley Jr., L.A. & PRowell, B.D. (2003, January). An investigation of factors influencing permeability of superpave mixes. Auburn, AL: National Center for Asphalt Technology, 82nd Annual Meeting of Transportation Research Board.Florida Department of Transportation (2000, September, 1.°). Florida method of test for measurement of water permeability of compacted asphalt paving mixtures - designation: FM 5-565. Revised: January 26, 2006.Virginia Department of Transportation (2005, October 6). Virginia test method - 120 methods of test for measurement of permeability of bituminous paving mixtures using a flexible wall permeameter - (Asphalt Lab).Oklahoma Department of Transportation (2007). OHD L-44 method of test for measurement of water permeability of compacted paving mixtures. Revised 9/24/07.James, J.M. (1988, September). Asphalt mix permeability, final report, TRC-82, FHWA/AR-88/003. Arkansas State Highway and Transportation DepartmentKari, W.J. & Santucci, L.E. (1963). Control of asphalt concrete construction by the air permeability test. Association of Asphalt Paving Technologists, vol. 32.Allen, D.L., Schultz Jr., D. & Fleckenstein, L.J. (2001, July). Development and proposed implementation of a field permeability test for asphalt concrete. Research report KTC-01-19/SPR216-00-1F. Lexington,, Kentucky, College of Engineer (revised June, 2003).Cooley Jr., L.A. (1999, February). Permeability of superpave mixtures: evaluation of field permeameters. NCAT report, N°. 99-1. Alabama: National Center for Aspahlt Technology, Auburn University.Cooley Jr., L.A. & Brown, E.R. (2000). Selection and evaluation of a field permeability device for asphalt pavements. Transportation Research Record 1723.Gogula, A.K., Hossain, M., Romanoschi, S. & Fager, G.A. (2003, August). Correlation between the laboratory and field permeability values fir the superpave pavements. Kansas State University and Kansas Department of Transportation. 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Washington D.C.: Transportation Research Record, N°. 1970, pp. 55-63.Mezclas asfálticasPermeabilidadPavimentoVacíos con aireCarreterasAsphalt mixPermeabilityPavementAir voidsHighwaysTEXTSobre la permeabilidad de las mezclas asfálticas densas (parte I).pdf.txtSobre la permeabilidad de las mezclas asfálticas densas (parte I).pdf.txtExtracted texttext/plain10https://repositorio.escuelaing.edu.co/bitstream/001/2499/4/Sobre%20la%20permeabilidad%20de%20las%20mezclas%20asf%c3%a1lticas%20densas%20%28parte%20I%29.pdf.txt2c6eb67c8897d916ae47524b1a844d3fMD54open accessTHUMBNAILSobre la permeabilidad de las mezclas asfálticas densas parte I.pngSobre la permeabilidad de las mezclas asfálticas densas parte I.pngimage/png133315https://repositorio.escuelaing.edu.co/bitstream/001/2499/3/Sobre%20la%20permeabilidad%20de%20las%20mezclas%20asf%c3%a1lticas%20densas%20parte%20I.png6943d0618ff0574870dfaa620288d8f6MD53open accessSobre la permeabilidad de las mezclas asfálticas densas (parte I).pdf.jpgSobre la permeabilidad de las mezclas asfálticas densas (parte I).pdf.jpgGenerated Thumbnailimage/jpeg9959https://repositorio.escuelaing.edu.co/bitstream/001/2499/5/Sobre%20la%20permeabilidad%20de%20las%20mezclas%20asf%c3%a1lticas%20densas%20%28parte%20I%29.pdf.jpgbc03c721b9c37a81ab795f7d38c8e483MD55open accessLICENSElicense.txtlicense.txttext/plain; charset=utf-81881https://repositorio.escuelaing.edu.co/bitstream/001/2499/2/license.txt5a7ca94c2e5326ee169f979d71d0f06eMD52open accessORIGINALSobre la permeabilidad de las mezclas asfálticas densas (parte I).pdfSobre la permeabilidad de las mezclas asfálticas densas (parte I).pdfArtículo de revistaapplication/pdf7298125https://repositorio.escuelaing.edu.co/bitstream/001/2499/1/Sobre%20la%20permeabilidad%20de%20las%20mezclas%20asf%c3%a1lticas%20densas%20%28parte%20I%29.pdf10fb85ba429a5f9b34c91d9fbda1998dMD51open access001/2499oai:repositorio.escuelaing.edu.co:001/24992024-03-04 16:18:16.003open accessRepositorio Escuela Colombiana de Ingeniería Julio Garavitorepositorio.eci@escuelaing.edu.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