Skip navigation
  •  Inicio
  • UDC 
    • Cómo depositar
    • Políticas del RUC
    • FAQ
    • Derechos de autor
    • Más información en INFOguías UDC
  • Listar 
    • Comunidades
    • Buscar por:
    • Fecha de publicación
    • Autor
    • Título
    • Materia
  • Ayuda
    • español
    • Gallegan
    • English
  • Acceder
  •  Español 
    • Español
    • Galego
    • English
  
Ver ítem 
  •   RUC
  • Escola Técnica Superior de Enxeñaría de Camiños, Canais e Portos
  • Investigación (ETSECCP)
  • Ver ítem
  •   RUC
  • Escola Técnica Superior de Enxeñaría de Camiños, Canais e Portos
  • Investigación (ETSECCP)
  • Ver ítem
JavaScript is disabled for your browser. Some features of this site may not work without it.

Feasibility of Using Recycled Concrete Aggregates for Half-Warm mix Asphalt

Thumbnail
Ver/Abrir
Pasandin_AR_2018_Feasibility_using_recycled.pdf (543.7Kb)
Use este enlace para citar
http://hdl.handle.net/2183/22415
Colecciones
  • Investigación (ETSECCP) [826]
Metadatos
Mostrar el registro completo del ítem
Título
Feasibility of Using Recycled Concrete Aggregates for Half-Warm mix Asphalt
Autor(es)
Pasandín, A.R.
Pérez Pérez, Ignacio
Caamaño Caamaño, Lidia
Pérez Barge, Natalia
Gómez Meijide, Breixo
Fecha
2018
Cita bibliográfica
Pasandín, A.R., Pérez, I., Caamaño, L., Pérez-Barge, N., & Gómez-Meijide, B. (2018). Feasibility of using recycled concrete aggregates for half-warm mix asphalt. Materials and Structures 51(4), 81.
Resumen
[Abstract:] The present study describes a laboratory investigation on the feasibility of reusing construction and demolition waste as recycled concrete aggregate (RCA) to manufacture half-warm mix asphalt (HWMA) instead of natural aggregates. In this investigation, semi-dense HWMA for the binder course, type AC 22 bin S, was analysed. Percentages of 0% (control mixture), 55%, and 100% RCA were used instead of natural aggregates (hornfels). Cationic bitumen emulsion, type C60B4, was used to manufacture the aforementioned mixtures. First, the aggregates and bitumen emulsion mixing temperatures and mixing times were determined. Subsequently, volumetric properties, water resistance, resilient modulus, and resistance to permanent deformation were determined. All the samples were manufactured using Marshall compaction. The results indicate that it was possible to dose HWMA made with 55% RCA. The mixture exhibited increased bitumen consumption when compared to that of the control mixture (0% RCA) as well as increased air void content, increased stripping potential, less stiffness, and increased rutting potential. Nevertheless, the results satisfy the required conditions for low-traffic volume roads.
Palabras clave
Half-warm mix asphalt
Recycled concrete aggregate
Stripping potential
Stiffness
Permanent deformation
 
Versión del editor
https://doi.org/10.1617/s11527-018-1212-1

Listar

Todo RUCComunidades & ColeccionesPor fecha de publicaciónAutoresTítulosMateriasGrupo de InvestigaciónTitulaciónEsta colecciónPor fecha de publicaciónAutoresTítulosMateriasGrupo de InvestigaciónTitulación

Mi cuenta

AccederRegistro

Estadísticas

Ver Estadísticas de uso
Sherpa
OpenArchives
OAIster
Scholar Google
UNIVERSIDADE DA CORUÑA. Servizo de Biblioteca.    DSpace Software Copyright © 2002-2013 Duraspace - Sugerencias