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CHARACTERIZATION OF THE FOULED BALLAST LAYER IN THE SUBSTRUCTURE OF A 19TH CENTURY RAILWAY TRACK UNDER RENEWAL

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dc.contributor.author Fortunato, E. pt_BR
dc.date.accessioned 2010-06-14T08:11:48Z pt_BR
dc.date.accessioned 2014-10-21T08:49:12Z pt_BR
dc.date.accessioned 2017-04-12T13:29:13Z
dc.date.available 2010-06-14T08:11:48Z pt_BR
dc.date.available 2014-10-21T08:49:12Z pt_BR
dc.date.available 2017-04-12T13:29:13Z
dc.date.issued 2010 pt_BR
dc.identifier.issn 1881-1418 pt_BR
dc.identifier.uri https://repositorio.lnec.pt/jspui/handle/123456789/1000239
dc.description.abstract The 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.iso eng pt_BR
dc.publisher The Japanese Geotechnical Society pt_BR
dc.rights openAccess pt_BR
dc.subject Cyclic triaxial tests pt_BR
dc.subject Fouled ballast pt_BR
dc.subject Plate load tests pt_BR
dc.subject Resilient modulus pt_BR
dc.title CHARACTERIZATION OF THE FOULED BALLAST LAYER IN THE SUBSTRUCTURE OF A 19TH CENTURY RAILWAY TRACK UNDER RENEWAL pt_BR
dc.type article pt_BR
dc.description.pages 55-65 pt_BR
dc.description.volume 50 pt_BR
dc.description.sector DT/NIF pt_BR
dc.description.magazine SOILS AND FOUNDATIONS pt_BR


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