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dc.contributor.authorWang, Han-Lin
dc.contributor.authorCui, Yu-Jun
dc.contributor.authorLamas López, Francisco
dc.contributor.authorDupla, Jean-Claude
dc.contributor.authorCanou, Jean
dc.contributor.authorCalon, Nicolas
dc.contributor.authorSaussine, Gilles
dc.contributor.authorAimedieu, Patrick
dc.contributor.authorch, Ren-Peng
dc.date.accessioned2024-02-06T12:59:51Z
dc.date.available2024-02-06T12:59:51Z
dc.date.issued2018-05-19
dc.identifier.citationWang, H. L., Cui, Y. J., Lamas-Lopez, F., Dupla, J. C., Canou, J., Calon, N., Saussine, G., Aimedieu, P., & Chen, R. P. (2018). Permanent Deformation of Track-Bed Materials at Various Inclusion Contents under Large Number of Loading Cycles. Journal of Geotechnical and Geoenvironmental Engineering, 144. https://ascelibrary.org/doi/abs/10.1061/%28ASCE%29GT.1943-5606.0001911es
dc.identifier.issn19435606
dc.identifier.issn10900241
dc.identifier.otherhttps://ascelibrary.org/doi/10.1061/%28ASCE%29GT.1943-5606.0001911es
dc.identifier.urihttp://hdl.handle.net/20.500.12020/1270
dc.description.abstractIn the French conventional railway substructure, the interpenetration of ballast grains and subgrade fine soils that occurred over years of operation has created a new layer, namely, an interlayer. The in situ investigation on this interlayer showed that the content of ballast grains decreases over depth, with the lower part characterized by a matrix of fines with inclusions of coarse grains. In this study, the permanent deformation of a material simulating the lower part of interlayer soil was investigated at six different volumetric inclusion contents fv (volumetric ratio of the inclusion grains to the total sample) by performing cyclic triaxial tests. The results indicate that at a given cycle, the permanent deformation decreases with the increase of fv, and the evolution of permanent deformation is strongly influenced by the loading history. To further investigate the effect of inclusion content, a method that allows eliminating the influence of loading history and estimating the end-stage permanent deformations at different stress levels was applied. Quadratic polynomial and bilinear fitting methods were used to fit the variations of the estimated end-stage permanent deformations with fv, showing a proper similarity between the two methods at high loading amplitudes (higher than 15 kPa). Furthermore, the testing results revealed the existence of a characteristic volumetric inclusion content fv-cha by bilinear fitting method, separating two zones with different inclusion effects. This observation is strongly supported by the X-ray microcomputed tomography (μCT) scans performed on the as-compacted samples. When fv ranges from 0 to 20% (smaller than fv-cha), the fines constitute the skeleton of the sample, and the permanent deformation decreases rapidly with the increase of fv. By contrast, when fv increases up to 35–45% (larger than fv-cha), the inclusions dominate the skeleton of the sample, leading to a slight decrease of permanent deformation with fv.es
dc.description.sponsorshipANRTes
dc.description.sponsorshipSNCFes
dc.language.isoenes
dc.publisherAmerican Society of Civil Engineerses
dc.titlePermanent Deformation of Track-Bed Materials at Various Inclusion Contents under Large Number of Loading Cycleses
dc.typearticlees
dc.identifier.doihttps://doi.org/10.1061/(ASCE)GT.1943-5606.0001911
dc.issue.number8es
dc.journal.titleJournal of Geotechnical and Geoenvironmental Engineeringes
dc.page.initial04018044-1es
dc.page.final04018044-10es
dc.relation.projectIDANRT/CIFRE/INVICSA/2012/1150es
dc.rights.accessRightsembargoedAccesses
dc.subject.areaCiencias de la Naturalezaes
dc.subject.areaIngenieríases
dc.subject.areaMatemáticas y Físicaes
dc.subject.keywordInterlayer soiles
dc.subject.keywordCyclic triaxial testses
dc.subject.keywordPermanent deformationes
dc.subject.keywordX-ray microcomputed tomography (μCT) scanses
dc.subject.keywordCharacteristic volumetric inclusion contentes
dc.subject.unesco3323 Tecnología de Los Ferrocarrileses
dc.subject.unesco2205.09 Mecánica de Sólidoses
dc.subject.unesco25 Ciencias de la Tierra y del Espacioes
dc.volume.number144es


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