Please use this identifier to cite or link to this item: http://repositorio.lnec.pt:8080/jspui/handle/123456789/1000239
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dc.contributor.authorFortunato, E.pt_BR
dc.date.accessioned2010-06-14T08:11:48Zpt_BR
dc.date.accessioned2014-10-21T08:49:12Zpt_BR
dc.date.accessioned2017-04-12T13:29:13Z-
dc.date.available2010-06-14T08:11:48Zpt_BR
dc.date.available2014-10-21T08:49:12Zpt_BR
dc.date.available2017-04-12T13:29:13Z-
dc.date.issued2010pt_BR
dc.identifier.issn1881-1418pt_BR
dc.identifier.urihttps://repositorio.lnec.pt/jspui/handle/123456789/1000239-
dc.description.abstractThe purpose of these field and lab studies undertaken during rehabilitation work being done on an ancient railway line was to characterize a layer of ballast fouled with soil found in the track substructure. The field studies included the characterization of the thickness, grain size distribution and void ratio of the fouled ballast layer, as well as a large number of plate load tests, both on the fouled ballast layer and on the subgrade. The resilient behaviour of the fouled ballast was evaluated in the lab by cyclic triaxial tests on large size reconstituted specimens with distinct fouling indexes (different grain size distribution) and distinct humidity states (dry or wet). The results obtained were used as support for the decision to maintain the fouled ballast layer under the new sub-ballast in a number of stretches of the renewed line.pt_BR
dc.language.isoengpt_BR
dc.publisherThe Japanese Geotechnical Societypt_BR
dc.rightsopenAccesspt_BR
dc.subjectCyclic triaxial testspt_BR
dc.subjectFouled ballastpt_BR
dc.subjectPlate load testspt_BR
dc.subjectResilient moduluspt_BR
dc.titleCHARACTERIZATION OF THE FOULED BALLAST LAYER IN THE SUBSTRUCTURE OF A 19TH CENTURY RAILWAY TRACK UNDER RENEWALpt_BR
dc.typearticlept_BR
dc.description.pages55-65pt_BR
dc.description.volume50pt_BR
dc.description.sectorDT/NIFpt_BR
dc.description.magazineSOILS AND FOUNDATIONSpt_BR
Appears in Collections:DT/NIT - Comunicações a congressos e artigos de revista

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