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REFERENCIAS.

Alejandro Padilla Rodríguez.

REFERENCIAS

BIBLIOGRÁFICAS.

(1) ASPHALT INSTITUTE (1973). “Manual del Asfalto”. Traducido por ManuelVelázquez. PROAS. Ediciones URMO. España.

(2) ASPHALT INSTITUTE (1996). “Superpave Mix Design”. Superpave Serie No. 2 (SP-2).

(3) ASPHALT INSTITUTE (1997). “Performance Graded Asphalt Binder Specification and

Testing. Superpave Series No.1 (SP-1).(4) ASPHALT INSTITUTE (1997). “Mix Design Methods For Asphalt Concrete and Other

Hot-Mix Types”. The Asphalt Institute, Lexington, Kentucky.

(5) BACKGROUND OF SUPERPAVE ASPHALT MIXTURE DESIGN ANDANALYSIS. National Asphalt Training Center. Demostration Project 101. Publication

No. FHWA-SA-95-003.

(6) BAHIA, H.U. y ANDERSON, D.A. (1995). “The New Proposed Rehological Propertiesof Asphalt Binders: Why are they required and how do they compare to conventional

properties”.(7) BARKSDALE R. D. (1971) Compressive Stress Pulse Times in Flexible Pavements for

Use in Dinamic Testing, Highway Research Record 345, Highway Research Board 32-44.

(8) BATTIATO et al. (1977). “Moving Loads on a Viscoelastic Double Layer: Prediction ofRecoverable and Permanent Deformatinos”. Proceedings, Fourth InternationalConference on the Structural Design of Asphalt Pavements. Vol. 1. Ann Arbor 459 -466.

(9) BROC, V. (1984). “Áridos en Carreteras”. Carreteras. Revista Técnica de la AsociaciónEspañola de la Carretera. 3ª. Época. No. 14. Madrid.

(10) BROWN S. F. and P. S. PELL (1974). “Repeated Loading of Bituminous Materials”.CAPSA 74. National Institute for Road Research, Republic of South Africa, Durban.

(11) BROWN S. F. and C. A. BELL (1977). “The Validity of Design Procedures for thePermanent Deformation of Asphalt Pavements”. Proceedings, Fourth InternationalConference on the Structural Design of Asphalt Pavements. Vol. 1. Ann Arbor 467 -482.



REFERENCIAS.


(12) BROWN S. F. and C. A. BELL (1979). “The Prediction of Permanent Deformation inAsphalt Pavements”. Proceedings, The Association of Asphalt Paving Technologists.Vol. 48.

(13) BROWN E. R. and CROSS S. (1989). “A Study of In–Place Rutting of AsphaltPavement”. Report No.89-2. National Center for Asphalt Technology, Alabama, U.S.A.

(14) BROWN E. R. (1990). “Density of Asphalt Concrete – How much is needed?. Report No. 90-3, National Center for Asphalt Technology, Alabama, U.S.A.

(15) BROWN E. R. and CROSS S. (1992). “A National Study of Rutting in Hot Mix Asphalt(HMA) Pavements”. Report No.92-5. National Center for Asphalt Technology, Alabama,U.S.A.

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BROWN R., KANDHAL Y ZHANG (2001). ”Performance Testing for Hot MixAsphalt”. Executive Summary. November 2001. Auburn Universiy, Alabama, U.S.A.

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(20) COOPER K. E., S. F. BROWN and G. R. POOLEY (1985). “The Design of AggregateGradings for Asphalt Basecourses”. Proceedings, The Association of Asphalt PavingTechnologists. Vol. 54.

(21) CORTÉ J. F. et al (1994). “Investigation of Rutting of Asphalt Surface Layers: Influenceof Binder an Axle Loading Configuration”. Transportation Research Record No. 1436.

(22) DAVIS, R. (1988). “Large Stone Mixes: An historical insight.” IS-103, National AsphaltPaving Association.

(23) DAWSON A. (1997). “Rutting in unsurfaced Roads-Materials and Structure InteractionEffects”. International Symposium on Thin Pavements, Surface Treatments, UnboundRoads. June 1997. Department of Civil Engineering. University of Nottingham. UnitedKingdom.

(24) DESCRIPTION OF DISTRESSES IN COMPOSITE PAVEMENTS. Appendix B.Composite Pavements have rigid bases (concrete or brick) and asphaltic surfaces. State ofOhio U.S.



REFERENCIAS.


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(28) GARNICA et al (2002). “Mecánica de Materiales para Pavimentos”. Publicación Técnica No. 197. Sanfandila, Querétaro.

(29) GERALD A. HUBER. (1999). “Methods to Achive Rut-Resistant Durable Pavements”.

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(30) HANSON D. I. et al. (1994). “Evaluation and Characterization of a Rubber – ModifiedHot Mix Asphalt Pavement”. Transportation Research Record No. 1436.

(31) HARDIN J. C. (1995). “Physical Properties of Asphalt cement Binders ASTM STP1241”. American Society for Testing and Materials. Philadelphia, U.S.A.

(32) HARVEY J. and MONISMITH (1993). “Effect of Asphalt Concrete SpecimenPreparation Variables on Fatige and Permanent Deformation Test Results Using Strategic

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(33) HOFSTRA, A., and A.J.G. KLOMP (1972). “Permanent Deformation of FlexiblePavements Under Simulated Road Traffic Conditions”. Third International Conferenceon the Structural Desing of Asphalt Pavements, Vol 1., London 613-621.

(34) HUANG YANG H. (1993). “Pavement Analysis and Design”. University of Kentucky.Prentice Hall, inc. U.S.A.

(35) HUSCHEK S. (1977). “Evaluation of Rutting Due to Viscous Flow in asphaltPavements”. Proceedings, Fourth International Conference on the Structural Design ofAsphalt Pavements. Vol. 1. Ann Arbor 497 -508.

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REFERENCIAS.


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(40) KENNIS W. J. (1977). “Predictive Design Procedures – A Design Method for FlexiblePavements Using the VESYS Structural Subsystem”. Proceedings, Fourth InternationalConference on the Structural Design of Asphalt Pavements. Vol. 1. Ann Arbor 101 -130.

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REFERENCIAS.


PÁGINAS WEB

CONSULTADAS.

(1) http://www.sct.gob.mx

(2) http://www.imt.mx

(3) http://www.mfom.es/

(4) http://www.cedex.es

(5) http://gulliver.trb.org/

(6) http://www.hotmix.org/

(7) http://www.asphaltisbest.com

(8) http://www.asphaltinstitute.org

(9) http://www.asphaltalliance.com

(10)

http://www.e-asfalto.com

(11) http://www.tfhrc.gov

(12) http://www.dot.state.oh.us/pavement/

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