- -

Analysis of the vibration alleviation of a new railway sub-ballast layer with waste tyre rubber

RiuNet: Repositorio Institucional de la Universidad Politécnica de Valencia

Compartir/Enviar a

Citas

Estadísticas

  • Estadisticas de Uso

Analysis of the vibration alleviation of a new railway sub-ballast layer with waste tyre rubber

Mostrar el registro sencillo del ítem

Ficheros en el ítem

dc.contributor.author Hidalgo Signes, Carlos es_ES
dc.contributor.author Martínez Fernández, Pablo es_ES
dc.contributor.author Medel Perallon, Elías es_ES
dc.contributor.author Insa Franco, Ricardo es_ES
dc.date.accessioned 2018-01-11T10:15:50Z
dc.date.available 2018-01-11T10:15:50Z
dc.date.issued 2017 es_ES
dc.identifier.issn 1359-5997 es_ES
dc.identifier.uri http://hdl.handle.net/10251/94490
dc.description.abstract [EN] This paper focuses on the assessment of the vibration behaviour of granular sub-ballast materials mixed with rubber particles from scrap tyres. The main objective is to evaluate whether these mixes attenuate vibrations caused by passing trains, and if so, to what extent. Several laboratory and field tests were carried out to monitor the response of such materials to various excitation sources. The results show that under controlled laboratory conditions, the addition of rubber (up to 5% by weight) greatly increases the damping ratio and reduces vibration. Field tests also show that higher percentages of rubber yield a significant alleviation of vibration caused by repetitive and harmonic loads that are similar to those produced by passing trains. An addition of 5% by weight yields a reduction of 50% in the mean acceleration peak at one metre from the excitation source. The anisotropy of the mix is another key factor when evaluating the vibration behaviour of these mixes. es_ES
dc.description.sponsorship The authors wish to thank GUEROLA for providing the soil samples from its quarry, EMRO for providing the rubber particles, and Ángel Morilla Rubio, Manolo Medel Perallo´n, and Esther Medel Colmenar for their help during field tests.
dc.language Inglés es_ES
dc.publisher Springer - RILEM Publishing es_ES
dc.relation.ispartof Materials and Structures es_ES
dc.rights Reserva de todos los derechos es_ES
dc.subject Railways es_ES
dc.subject Sub-ballast es_ES
dc.subject Waste tyres es_ES
dc.subject Rubber-aggregate mix es_ES
dc.subject Vibration alleviation es_ES
dc.subject.classification INGENIERIA E INFRAESTRUCTURA DE LOS TRANSPORTES es_ES
dc.title Analysis of the vibration alleviation of a new railway sub-ballast layer with waste tyre rubber es_ES
dc.type Artículo es_ES
dc.identifier.doi 10.1617/s11527-016-0951-0 es_ES
dc.rights.accessRights Abierto es_ES
dc.date.embargoEndDate 2018-04-30 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. Instituto del Transporte y Territorio - Institut del Transport i Territori es_ES
dc.contributor.affiliation Universitat Politècnica de València. Departamento de Ingeniería del Terreno - Departament d'Enginyeria del Terreny es_ES
dc.description.bibliographicCitation Hidalgo Signes, C.; Martínez Fernández, P.; Medel Perallon, E.; Insa Franco, R. (2017). Analysis of the vibration alleviation of a new railway sub-ballast layer with waste tyre rubber. Materials and Structures. 50(2):1-13. doi:10.1617/s11527-016-0951-0 es_ES
dc.description.accrualMethod S es_ES
dc.relation.publisherversion http://doi.org/10.1617/s11527-016-0951-0 es_ES
dc.description.upvformatpinicio 1 es_ES
dc.description.upvformatpfin 13 es_ES
dc.type.version info:eu-repo/semantics/publishedVersion es_ES
dc.description.volume 50 es_ES
dc.description.issue 2 es_ES
dc.relation.pasarela S\322952 es_ES
dc.contributor.funder AZVI, S.A. 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 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 Buonanno A, Mele R (2012) The use of bituminous mix sub-ballast in the Italian state railways. 2nd eurasphalt and eurobitume congress, Barcelona, 20–22 September 2000 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. Proced Soc Behav Sci 53:366–378 es_ES
dc.description.references Hidalgo C, Martínez P, Medel E, Insa R (2015) Characterisation of an unbound granular mixture with waste tyre rubber for subballast layers. Mater Struct 48:3847–3861. doi: 10.1617/s11527-014-0443-z es_ES
dc.description.references Thompson DJ (2009) Railway noise and vibration: mechanisms, modelling and means of control. Elsevier, Oxford es_ES
dc.description.references Auersch L (2005) The excitation of ground vibration by rail traffic: theory of vehicle-track-soil interaction and measurements on high-speed lines. J Sound Vib 284(1):103–132 es_ES
dc.description.references Di Mino G, Di Liberto M (2007) Modelling and experimental survey on ground borne vibration induced by rail traffic. 4th international SIIV congress, 12–14 September, Palermo es_ES
dc.description.references Alves P, Calçada R, Silva A (2012) Ballast mats for the reduction of railway traffic vibrations. Numerical study. Soil Dyn Earthq Eng 42:137–150 es_ES
dc.description.references Karlström A, Boström A (2007) Efficiency of trenches along railways for trains moving at sub- or supersonic speeds. Soil Dyn Earthq Eng 27:625–641 es_ES
dc.description.references Wolfe S, Humphrey D, Wetzel E (2004) Development of tire shred underlayment to reduce ground-borne vibration from LRT track. Geotechnical engineering for transportation projects. Proceedings of geotrans, vol 126. pp 750–759 es_ES
dc.description.references ASTM (2002) C215:2002. Standard test method for fundamental transverse, longitudinal, and torsional resonant frequencies of concrete specimens es_ES
dc.description.references Guimond-Barrett A, Nauleau E, Le Kouby A, Pantet A, Reiffsteck P, Martineau F (2013) Free–free resonance testing of in situ deep mixed soils. Geotech Test J 36(2):1–9. doi: 10.1520/GTJ20120058 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 (techical specifications for railway platform projects PGP-2008) es_ES
dc.description.references Singh B, Vinot V (2011) Influence of waste tire chips on strength characteristics of soils. J Civ Eng Archit 5(9):819–827 es_ES
dc.description.references Martínez P, Villalba I, Botello F, Insa R (2013) Monitoring and analysis of vibration transmission for various track typologies. A case study. Transp Res Part D 24:98–109 es_ES
dc.description.references Wolfram Research Inc (2008) Mathematica [software], version 7.0, Champaign es_ES
dc.description.references ISO (2003) Mechanical vibration and shock. Evaluation of human exposure to whole-body vibration. Part 2: vibration in buildings (1–80 Hz) es_ES
dc.description.references Feng ZY, Sutter KG (2000) Dynamic properties of granulated rubber/sand mixtures. Geotech Test J 23(3):338–344 es_ES
dc.description.references AENOR (1994) UNE EN 29052-1:89. Acoustics—determination of the dynamic stiffness. Part 1: materials used under floating floors in dwellings es_ES


Este ítem aparece en la(s) siguiente(s) colección(ones)

Mostrar el registro sencillo del ítem