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Reusing Jet Grouting Waste as Filler for Road Asphalt Mixtures of Base Layers.
Russo, Francesca; Veropalumbo, Rosa; Biancardo, Salvatore Antonio; Oreto, Cristina; Scherillo, Fabio; Viscione, Nunzio.
Afiliación
  • Russo F; Department of Civil, Construction and Environmental Engineering, University of Naples Federico II, Via Claudio 21, 80125 Naples, Italy.
  • Veropalumbo R; Department of Civil, Construction and Environmental Engineering, University of Naples Federico II, Via Claudio 21, 80125 Naples, Italy.
  • Biancardo SA; Department of Civil, Construction and Environmental Engineering, University of Naples Federico II, Via Claudio 21, 80125 Naples, Italy.
  • Oreto C; Department of Civil, Construction and Environmental Engineering, University of Naples Federico II, Via Claudio 21, 80125 Naples, Italy.
  • Scherillo F; Department of Chemical, Materials and Industrial Production Engineering, University of Naples Federico II, Piazzale Tecchio 80, 80125 Naples, Italy.
  • Viscione N; Department of Civil, Construction and Environmental Engineering, University of Naples Federico II, Via Claudio 21, 80125 Naples, Italy.
Materials (Basel) ; 14(12)2021 Jun 10.
Article en En | MEDLINE | ID: mdl-34200712
Secondary raw materials consist of production waste or material resulting from recycling processes, currently in large quantities, which can be injected back into the economic system as new raw materials. This study proposes jet grouting waste (JGW) as filler for hot and cold asphalt mixtures applied as base layers of road pavements and investigates the physical and mechanical properties. JGW is derived from soil consolidation performed during underground roadway tunnel construction. The research compares three asphalt mixtures: (a) hot mixture containing limestone aggregate-filler (HMA), (b) HMA containing JGW (HMAJ), (c) cold recycled asphalt mixture containing JGW (CRAJ). Leaching tests of JGW and reclaimed asphalt pavement (RAP) were conducted; the best configurations of the three mixtures were determined by using the volumetric method through gyratory compaction. Three mastics with filler-to-binder ratios reflecting those of the asphalt mixtures were investigated through delta ring and ball test and frequency sweep test at 0.05% stress by using a dynamic shear rheometer. The morphology of each mixture was further investigated by scanning electron microscopy. The results showed that CRAJ with 28 days of curing time reached the indirect tensile strength (ITS) of HMA (0.73 MPa) within 14 days and, among all studied mixtures, returned the lowest cumulative strain, which was on average 30% lower than that of HMA and HMAJ. The results of this study have shown that the cold alternative mixture, CRAJ, promotes the reuse of two types of waste, RAP and JGW, as it fully meets the reference Italian Technical Standard and ensures good mixture performance in addition to conserving natural resources.
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Texto completo: 1 Colección: 01-internacional Base de datos: MEDLINE Idioma: En Revista: Materials (Basel) Año: 2021 Tipo del documento: Article País de afiliación: Italia Pais de publicación: Suiza
Texto completo
Añadir a Mi BVS
Imprimir
XML
PubMed Links
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Texto completo: 1 Colección: 01-internacional Base de datos: MEDLINE Idioma: En Revista: Materials (Basel) Año: 2021 Tipo del documento: Article País de afiliación: Italia Pais de publicación: Suiza