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Characterisation of an unbound granular mixture with waste tyre rubber for subballast layers

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Characterisation of an unbound granular mixture with waste tyre rubber for subballast layers

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dc.contributor.author Martínez Fernández, Pablo es_ES
dc.contributor.author Medel Perallon, Elías es_ES
dc.contributor.author Hidalgo Signes, Carlos
dc.contributor.author Insa Franco, Ricardo
dc.date.accessioned 2016-04-13T10:36:35Z
dc.date.available 2016-04-13T10:36:35Z
dc.date.issued 2015-12
dc.identifier.issn 1359-5997
dc.identifier.uri http://hdl.handle.net/10251/62488
dc.description.abstract Scrap tyres are a solid waste material produced in large quantities. One potential way of disposal is to use rubber particles from shredded tyres as a construction material. Within this context, this paper presents a comprehensive set of laboratory and field tests carried out to evaluate the characteristics of coarse aggregates mixed with rubber particles. The main objective is to assess whether these mixes could be used to form the subballast layer in new railway lines. All the technical features usually required for subballast were tested, including degradation, bearing capacity, density, resilient modulus, etc. The results show that adding between 1 and 10 % of rubber (in weight) improves resistance to degradation. On the other hand, bearing capacity is reduced, but still well over the usual range for common subballast if the rubber content is limited to <5 %. Moreover, the extension and compaction of these mixes can be done using conventional construction equipment. es_ES
dc.language Inglés es_ES
dc.publisher Springer Verlag (Germany) es_ES
dc.relation.ispartof Materials and Structures es_ES
dc.rights Reserva de todos los derechos es_ES
dc.subject Railways subballast es_ES
dc.subject Waste tyres es_ES
dc.subject Unbound granular materials es_ES
dc.subject Resilient modulus es_ES
dc.subject.classification INGENIERIA E INFRAESTRUCTURA DE LOS TRANSPORTES es_ES
dc.title Characterisation of an unbound granular mixture with waste tyre rubber for subballast layers es_ES
dc.type Artículo es_ES
dc.identifier.doi 10.1617/s11527-014-0443-z
dc.rights.accessRights Abierto es_ES
dc.contributor.affiliation Universitat Politècnica de València. Departamento de Ingeniería e Infraestructura de los Transportes - Departament d'Enginyeria i Infraestructura dels Transports es_ES
dc.contributor.affiliation Universitat Politècnica de València. Departamento de Ingeniería del Terreno - Departament d'Enginyeria del Terreny es_ES
dc.contributor.affiliation Universitat Politècnica de València. Instituto del Transporte y Territorio - Institut del Transport i Territori es_ES
dc.description.bibliographicCitation Martínez Fernández, P.; Medel Perallon, E.; Hidalgo Signes, C.; Insa Franco, R. (2015). Characterisation of an unbound granular mixture with waste tyre rubber for subballast layers. Materials and Structures. 48(12):3847-3861. doi:10.1617/s11527-014-0443-z es_ES
dc.description.accrualMethod S es_ES
dc.relation.publisherversion http://dx.doi.org/10.1617/s11527-014-0443-z es_ES
dc.description.upvformatpinicio 3847 es_ES
dc.description.upvformatpfin 3861 es_ES
dc.type.version info:eu-repo/semantics/publishedVersion es_ES
dc.description.volume 48 es_ES
dc.description.issue 12 es_ES
dc.relation.senia 293727 es_ES
dc.description.references Sharma VK, Fortuna F, Mincarini M, Berillo M, Cornacchia G (2000) Disposal of waste tyres for energy recovery and safe environment. Appl Energy 65(1–4):381–394 es_ES
dc.description.references Commission European (1999) Directive on the Landfill of Waste 1999/31/EC. Off J Eur Union 182:1–19 es_ES
dc.description.references ASTM D6270-98 (1998) Standard practice for use of scrap tires in civil engineering applications. ASTM, West Conshohocken es_ES
dc.description.references Commission European (2008) Waste Framework Directive 2008/98/EC. Off J Eur Union 312:3–30 es_ES
dc.description.references SIGNUS (2012) Activity Report 2012. Available at: http://www.signus.es/ . Accessed 2 July 2014 es_ES
dc.description.references Edinçliler A, Baykal G, Saygılı A (2010) Influence of different processing techniques on the mechanical properties of used tires in embankment construction. Waste Manag 30:1073–1080 es_ES
dc.description.references Sheehan PJ, Warmerdam JM, Ogle S, Humphrey DN, Patenaude SM (2006) Evaluating the risk to aquatic ecosystems posed by leachate from tire shred fill in roads using toxicity tests, toxicity identification evaluations and groundwater modeling. Environ Toxicol Chem 25(2):400–411 es_ES
dc.description.references Humphrey DN, Blumenthal M (2010) The use of tire-derived aggregate in road construction applications. Green Streets Highw 2010:299–313 es_ES
dc.description.references Humphrey DN, Whetten N, Weaver J, Recker K (2000) Tire shreds as lightweight fill for construction on weak marine clay. In: Proceedings of the international symposium on coastal geotechnical engineering in practice. Balkema, Rotterdam es_ES
dc.description.references Wolfe SL, Humphrey DN, Wetzel EA (2004) Development of tire shred underlayment to reduce groundborne vibration from LRT track. Geotechnical engineering for transportation projects: Proceedings of Geo-Trans 2004, pp 750–759. ISSN:0-7844-0744-4 es_ES
dc.description.references Cano H, Estaire J, Rodríguez R (2011) Terraplén Experimental construido con Neumáticos Troceados (Experimental embankment built with shredded tyres). Jornada Técnica Sobre Experiencias Recientes en Estructuras de Tierra para Infraestructuras Viarias. Madrid, 10 Feb 2011 es_ES
dc.description.references Di Mino G, Di Liberto M, Maggiore C, Noto S (2012) A dynamic model of ballasted rail track with bituminous sub-ballast layer. Procedia 53:366–378 es_ES
dc.description.references Wang J, Zeng X (2004) Numerical simulation of vibration attenuation of high-speed train foundations with varied trackbed underlayment materials. J Vib Control 10:1123–1136 es_ES
dc.description.references Buonanno A, Mele R (2000) The use of bituminous mix sub-ballast in the Italian State Railways. 2nd Eurasphalt & Eurobitume Congress, Barcelona, 20–22 Sept 2000 es_ES
dc.description.references Feng Z, Sutter K (2000) Dynamic properties of granulated rubber/sand mixtures. Geotech Test J 23(3):338–344 es_ES
dc.description.references Nakhaei A, Marandi SM, Sani Kermani S, Bagheripour MH (2012) Dynamic properties of granular soils mixed with granulated rubber. Soil Dyn Earthq Eng 43:124–132 es_ES
dc.description.references Salgado R, Yoon S, Zia Siddiki N (2003) Construction of tire shreds test embankment. Joint Transportation Research Program. Technical Report Nº: FHWA/IN/JTRP-2002/35. Available at: http://docs.lib.purdue.edu/jtrp/42/ . Accessed 11 Feb 2013 es_ES
dc.description.references Yoon S, Prezzi M, Zia Siddiki N, Kim B (2005) Construction of a test embankment using a sand–tire shred mixture as fill material. Waste Manag 26:1033–1044 es_ES
dc.description.references Melis M (2006) Terraplenes y balasto en Alta Velocidad Ferroviaria (Embankment and ballast in high speed railways). Revista de Obras Públicas 3464:7–36 es_ES
dc.description.references Vipulanandan C, Bilgin Ö, Jeannot Y, Vembu K, Bahadir M (2009) Prediction of embankment settlement over soft soils. Project Report Nº FHWA/TX-09/0-5530-1. Available at: http://d2dtl5nnlpfr0r.cloudfront.net/tti.tamu.edu/documents/0-5530-1.pdf . Accessed 30 June 2014 es_ES
dc.description.references Spanish Ministry of Public Works (2006) Pliego de Prescripciones Técnicas Generales de Materiales Ferroviarios PF-7: Subbalasto (General Technical Specifications for Railway Materials PF-7: Subballast). Boletín Oficial del Estado 103:16891–16909 es_ES
dc.description.references ADIF (2008) ‘Pliego de Prescripciones Técnicas Tipo para los Proyectos de Plataforma PGP-2008 (Technical specifications for Railway Platform Projects PGP-2008) es_ES
dc.description.references ASTM D75/D75M-09 (2009) Standard practice for sampling aggregates. ASTM, West Conshohocken es_ES
dc.description.references Speir RH, Witczak MW (1996) Use of shredded rubber in unbound granular flexible pavement layers. Transp Res Rec 1547:96–106 es_ES
dc.description.references Garnica PA, Pérez GN, Gomes LA (2001) Módulo de Resiliencia en Suelos Finos y Materiales Granulares. (Resilient Modulus in Fine Soils and Aggregate Materials). Publicación Técnica, 142, Secretaría de Comunicaciones y Transportes (SCI), Instituto Mexicano del Transporte (IMT), Sanfandila es_ES
dc.description.references Tutumluer E, Seyhan U (1999) Laboratory determination of anisotropic aggregate resilient moduli using a new innovative test device. 78th Annual meeting of the transportation research board specialty session on “Determination of resilient modulus for pavement design”, Washington, DC es_ES
dc.description.references AASHTO T307-99-UL (2003) Standard method of test for determining the resilient modulus of soils and aggregate materials. AASHTO, Washington, DC es_ES
dc.description.references FGSV: Earthworks and Foundation Engineering Task Force ZTVE-StB 94 (1994) Supplementary technical terms and conditions of contract and guidelines for earthworks in road construction es_ES
dc.description.references SETRA (2005) Informative Note 114. Éléments techniques pour la conception et la realization de planches d’essais de compactage dans les chantiers de terrassements (Technical elements for the conception and construction of compaction test boards on earthwork sites) es_ES
dc.description.references Hataf N, Rahimi MM (2006) Experimental investigation of bearing capacity of sand reinforced with randomly distributed tire shreds. Constr Build Mater 20(10):910–916 es_ES
dc.description.references National Cooperative Highway Research Program (2004) Research results digest. Laboratory determination of resilient modulus for flexible pavement design. Available at: http://onlinepubs.trb.org/onlinepubs/nchrp/nchrp_rrd_285.pdf . Accessed 1 Apr 2014 es_ES
dc.description.references Brown SF, Pappin JW (1985) Analysis of pavements with granular bases. Transp Res Rec 1022:52–59 es_ES
dc.description.references Araya AA, Huurman M, Molenaar AAA, Houben LJM (2012) Investigation of the resilient behavior of granular base materials with simple test apparatus. Mater Struct 45:695–705 es_ES
dc.description.references Mohammad LN, Puppala A, Alavalli P (1999) Effect of strain measurements on resilient modulus of granular soils. Dynamic geotechnical testing, vol 2, ASTM STP 1213, pp 202–221 es_ES
dc.description.references Gudishala R (2004) Development of resilient modulus prediction models for base and subgrade pavement layers from in situ devices test results. PhD thesis, Sri Krishnadevaraya University, Anantapur es_ES
dc.description.references German Railways NGT 39 (1997) Richtlinie für die Anwendung des Leichten Fallgewichtsgerätes im Eisenbahnbau. (Directions of application of light drop-weight tester in railways) es_ES
dc.description.references ASTM D3017 (2001) Standard test method for water content of soil and rock in place by nuclear methods (shallow depth). ASTM, West Conshohocken es_ES
dc.description.references ASTM D2922 (2001) Standard test methods for density of soil and soil-aggregate in place by nuclear methods (shallow depth). ASTM, West Conshohocken es_ES
dc.description.references ASTM D1883 (2005) Standard test method for CBR (California bearing ratio) of laboratory compacted soils. ASTM, West Conshohocken es_ES
dc.description.references ASTM C131 (2006) Standard test method for resistance to degradation of small-size coarse aggregate by abrasion and impact in the Los Angeles machine. ASTM, West Conshohocken es_ES
dc.description.references ASTM D5821 (2006) Standard test method for determining the percentage of fractured particles in coarse aggregate. ASTM, West Conshohocken es_ES
dc.description.references ASTM D4959 (2007) Standard test method for determination of water (moisture) content of soil by direct heating. ASTM, West Conshohocken es_ES
dc.description.references ASTM D6913 (2009) Standard test methods for particle-size distribution (gradation) of soils using sieve analysis. ASTM, West Conshohocken es_ES
dc.description.references ASTM D2419 (2009) Standard test method for sand equivalent value of soils and fine aggregate. ASTM, West Conshohocken es_ES
dc.description.references ASTM D4694 (2009) Standard test method for deflections with a falling-weight-type impulse load device. ASTM, West Conshohocken es_ES
dc.description.references ASTM D4318 (2010) Standard test methods for liquid limit, plastic limit, and plasticity index of soils. ASTM, West Conshohocken es_ES
dc.description.references ASTM D5084 (2010) Standard test methods for measurement of hydraulic conductivity of saturated porous materials using a flexible wall permeameter. Method B and C. ASTM, West Conshohocken es_ES
dc.description.references ASTM D6928 (2010) Standard test method for resistance of coarse aggregate to degradation by abrasion in the Micro-Deval apparatus. ASTM, West Conshohocken es_ES
dc.description.references ASTM D3080/D3080M (2011) Standard test method for direct shear test of soils under consolidated drained conditions. ASTM, West Conshohocken es_ES
dc.description.references ASTM D7181 (2011) Standard test method for consolidated drained triaxial compression test for soils. ASTM, West Conshohocken es_ES
dc.description.references ASTM C127 (2012) Standard test method for density, relative density (specific gravity), and absorption of coarse aggregate. ASTM, West Conshohocken es_ES
dc.description.references ASTM D7760 (2012) Standard test method for measurement of hydraulic conductivity of tire derived aggregates using a rigid wall permeameter. ASTM, West Conshohocken es_ES
dc.description.references ASTM D1557 (2012) Standard test methods for laboratory compaction characteristics of soil using modified effort (56,000 ft-lbf/ft3 (2,700 kN-m/m3)). ASTM, West Conshohocken es_ES
dc.description.references ASTM D2974 (2013) Standard test methods for moisture, ash, and organic matter of peat and other organic soils. ASTM, West Conshohocken es_ES
dc.description.references BS 1377-5 (1990) Methods of test for soils for civil engineering purposes. Compressibility, permeability and durability tests. British Standards Institution, London es_ES
dc.description.references BS 1377-9 (1990) Methods for test for soils for civil engineering purposes. In-situ tests: determination of the vertical deformation and strength characteristics of soil by the plate loading. British Standards Institution, London es_ES
dc.description.references CEDEX NLT-148/91 (1991) Toma de muestras de roca, escorias, grava, arena, polvo mineral y bloques de piedra empleados como materiales de construcción de carreteras (Sampling of rocks, slags, sand, mineral dust and stone blocks used for road construction) es_ES
dc.description.references CEDEX NLT-357:98 (1998) Ensayo de carga con placa (Load plate test) es_ES
dc.description.references RENFE N.R.V. 2-1-0.0 ss(1982) Obras de Tierra, Calidad de la Plataforma. (Earthworks, platform quality) es_ES


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