U7pocJ

Database. Transportation Research Board, National Research
Council, Washington, D.C.
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(12) Witczak, M. (2005). NCHRP Report 580: Specification
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(13) UNE-EN 13108-20:2007. Mezclas bituminosas. Especificaciones
de materiales. Parte 20: Ensayos de tipo.
(14) art. 542 PG-3. Mezclas bituminosas en caliente tipo hormigón
bituminoso.
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26: Rigidez.
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(21) Christensen Jr, D. W., Pellinen, T., & Bonaquist, R. F.
(2003). Hirsch model for estimating the modulus of asphalt
concrete. Journal of the Association of Asphalt Paving
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modulus prediction model. Proceedings of the 84 th
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(24) art. 211 PG-3. Betunes asfálticos.
(25) Shen, S., & Yu, H. (2011). An investigation of dynamic
modulus and flow number properties of asphalt mixtures
in Washington state. United States Department of Transportation,
Washington, D.C.
(26) Mirza, M. W., & Witczak, M. W. (1995). Development
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(27) Onofre, F. C. (2012). Avaliação do comportamento mecânico
de misturas asfálticas produzidas com ligantes asfálticos
modificados por ácido polifosfórico e aditivos poliméricos,
enfatizando a resistência à deformação permanente.
M.SC. Thesis. Universidade Federal do Ceará.
#14 AFIRMACIONES ASFÁLTICAS
“Las mezclas bituminosas han permitido construir y conservar
carreteras durante décadas de forma cada vez más eficiente”
(Alberto Bardesi; carta de presentación de Eurobitume)
#HECHOS_ECONÓMICOS
Número 16 Volumen V Primer trimestre 2015 19