Mostrar el registro sencillo del ítem
dc.contributor.author | Hidalgo Signes, Carlos | es_ES |
dc.contributor.author | Martínez Fernández, Pablo | es_ES |
dc.contributor.author | Garzón-Roca, Julio | es_ES |
dc.contributor.author | Insa Franco, Ricardo | es_ES |
dc.date.accessioned | 2017-09-22T09:54:08Z | |
dc.date.available | 2017-09-22T09:54:08Z | |
dc.date.issued | 2016 | |
dc.identifier.issn | 0465-2746 | |
dc.identifier.uri | http://hdl.handle.net/10251/87827 | |
dc.description.abstract | [EN] Scrap tyres are a problematic waste material. As a method for recycling large quantities of rubber from scrap tyres, this paper analyses the use of unbound granular mixtures with varying percentages of rubber particles as sub-ballast in railway lines. Bearing capacity for such mixtures is studied in laboratory and field tests using static and dynamic plate load tests, as well as cyclic triaxial tests. It is found that adding rubber increases permanent and resilient strain and that none of the mixtures suffer plastic creep after 2.5 million cycles. Considering the usual bearing capacity requirements, the optimum rubber content is 2.5% (by weight). This percentage increases resistance to degradation while ensuring sufficient bearing capacity. | es_ES |
dc.language | Inglés | es_ES |
dc.publisher | Consejo Superior de Investigaciones Científicas (CSIC) | es_ES |
dc.relation.ispartof | Materiales de Construcción | es_ES |
dc.rights | Reconocimiento (by) | es_ES |
dc.subject | Waste treatment | es_ES |
dc.subject | Aggregate | es_ES |
dc.subject | Modulus of Elasticity | es_ES |
dc.subject | Cycles | es_ES |
dc.subject | Mechanical properties | es_ES |
dc.subject.classification | INGENIERIA E INFRAESTRUCTURA DE LOS TRANSPORTES | es_ES |
dc.subject.classification | INGENIERIA DEL TERRENO | es_ES |
dc.title | Analysis of the bearing capacity of unbound granular mixtures with rubber particles from scrap tyres when used as sub-ballast | es_ES |
dc.type | Artículo | es_ES |
dc.identifier.doi | 10.3989/mc.2016.11515 | |
dc.rights.accessRights | Abierto | es_ES |
dc.contributor.affiliation | Universitat Politècnica de València. Escuela Técnica Superior de Ingenieros de Caminos, Canales y Puertos - Escola Tècnica Superior d'Enginyers de Camins, Canals i Ports | es_ES |
dc.contributor.affiliation | Universitat Politècnica de València. Instituto del Transporte y Territorio - Institut del Transport i Territori | es_ES |
dc.description.bibliographicCitation | Hidalgo Signes, C.; Martínez Fernández, P.; Garzón-Roca, J.; Insa Franco, R. (2016). Analysis of the bearing capacity of unbound granular mixtures with rubber particles from scrap tyres when used as sub-ballast. Materiales de Construcción. 66(324):1-15. doi:10.3989/mc.2016.11515 | es_ES |
dc.description.accrualMethod | S | es_ES |
dc.relation.publisherversion | http://dx.doi.org/10.3989/mc.2016.11515 | es_ES |
dc.description.upvformatpinicio | 1 | es_ES |
dc.description.upvformatpfin | 15 | es_ES |
dc.type.version | info:eu-repo/semantics/publishedVersion | es_ES |
dc.description.volume | 66 | es_ES |
dc.description.issue | 324 | es_ES |
dc.relation.senia | 320308 | es_ES |
dc.description.references | Humphrey, D., & Blumenthal, M. (2010). The Use of Tire-Derived Aggregate in Road Construction Applications. Green Streets and Highways 2010. doi:10.1061/41148(389)25 | es_ES |
dc.description.references | Wolfe, S. L., Humphrey, D. N., & Wetzel, E. A. (2004). Development of Tire Shred Underlayment to Reduce Groundborne Vibration from LRT Track. Geotechnical Engineering for Transportation Projects. doi:10.1061/40744(154)62 | es_ES |
dc.description.references | Salgado, R., Yoon, S., & Siddiki, N. (2003). Construction of Tire Shreds Test Embankment. doi:10.5703/1288284313165 | es_ES |
dc.description.references | Yoon, S., Prezzi, M., Siddiki, N. Z., & Kim, B. (2006). Construction of a test embankment using a sand–tire shred mixture as fill material. Waste Management, 26(9), 1033-1044. doi:10.1016/j.wasman.2005.10.009 | es_ES |
dc.description.references | Sol-Sánchez, M., Thom, N. H., Moreno-Navarro, F., Rubio-Gámez, M. C., & Airey, G. D. (2015). A study into the use of crumb rubber in railway ballast. Construction and Building Materials, 75, 19-24. doi:10.1016/j.conbuildmat.2014.10.045 | es_ES |
dc.description.references | Hidalgo Signes, C., Martínez Fernández, P., Medel Perallón, E., & Insa Franco, R. (2014). 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.references | 8. PF-7 (2006) Pliego de Prescripciones Técnicas Generales de Materiales Ferroviarios PF-7: Subbalasto (General Technical Specifications for Railway Materials PF-7: Sub-ballast). Spanish Ministry of Public Works and Transport, Madrid. (In Spanish). | es_ES |
dc.description.references | 10. Panadero, C.; Sanz, J.L. (2010) Análisis de las propiedades del sub-balasto: Contradicciones y procesos que afectan a su función (Analysis of sub-ballast properties: Contradictions and processes that affect their performance). Revista Ingeopres 196, 14–21. (In Spanish). | es_ES |
dc.description.references | 12. Santiago, E.; García, J.L.; González, P. (2010) Comparación de diferentes métodos de control de compactación del subbalasto (Comparison of different sub-ballast compaction control methods). CEDEX Geotechnical Laboratory, Madrid. (In Spanish). | es_ES |
dc.description.references | Tompai, Z. (2008). Conversion between static and dynamic load bearing capacity moduli and introduction of dynamic target values. Periodica Polytechnica Civil Engineering, 52(2), 97. doi:10.3311/pp.ci.2008-2.06 | es_ES |
dc.description.references | 17. Melis, M. (2006). Terraplenes y Balasto en Alta Velocidad Ferroviaria (Embankment and ballast in high speed railways). Revista de Obras Públicas 3464, 7–36. (In Spanish). | es_ES |
dc.description.references | Werkmeister, S., Dawson, A. R., & Wellner, F. (2005). Permanent Deformation Behaviour of Granular Materials. Road Materials and Pavement Design, 6(1), 31-51. doi:10.1080/14680629.2005.9689998 | es_ES |
dc.description.references | Cerni, G., Cardone, F., Virgili, A., & Camilli, S. (2012). Characterisation of permanent deformation behaviour of unbound granular materials under repeated triaxial loading. Construction and Building Materials, 28(1), 79-87. doi:10.1016/j.conbuildmat.2011.07.066 | es_ES |
dc.description.references | Speir, R., & Witczak, M. (1996). Use of Shredded Rubber in Unbound Granular Flexible Pavement Layers. Transportation Research Record: Journal of the Transportation Research Board, 1547, 96-106. doi:10.3141/1547-14 | es_ES |
dc.description.references | 24. Santamarina, J.C.; Klein, K.A.; Fam, M.A. (2001) Soils and Waves. Particulate Materials. Behavior, Characterization and Process Monitoring. John Wiley & Sons Ltd., Baffins Lane, Chichester. | es_ES |
dc.description.references | 25. Pe-a, M. (2003) Tramos de ensayo de vía en placa en la línea del corredor del Mediterráneo para su explotación a alta velocidad (Slab track test sites in the Mediterranean Corridor for high speed use). Revista de Obras Públicas 3431, 57–68. (In Spanish). | es_ES |
dc.description.references | Cecich, V., Gonzales, L., Hoisaeter, A., Williams, J., & Reddy, K. (1996). Use of Shredded Tires as Lightweight Backfill Material for Retaining Structures. Waste Management & Research, 14(5), 433-451. doi:10.1177/0734242x9601400503 | es_ES |