Please use this identifier to cite or link to this item: http://repositorio.lnec.pt:8080/jspui/handle/123456789/1016540
Full metadata record
DC FieldValueLanguage
dc.contributor.authorPereira, C.pt_BR
dc.contributor.authorMaranha, J. R.pt_BR
dc.contributor.authorCardoso, R.pt_BR
dc.date.accessioned2023-08-31T16:20:17Zpt_BR
dc.date.accessioned2023-10-10T13:59:39Z-
dc.date.available2023-08-31T16:20:17Zpt_BR
dc.date.available2023-10-10T13:59:39Z-
dc.date.issued2020pt_BR
dc.identifier.citation10.1051/e3sconf/202019502008pt_BR
dc.identifier.urihttps://repositorio.lnec.pt/jspui/handle/123456789/1016540-
dc.description.abstractIn this paper, the Discrete Element Method is used to study the e ect of capillary forces, in equilibrium with the ambient relative humidity, on the response of irregular arrangements of equal-sized spheres, simulating a fine uniformly graded quartz sand. The e ect on the isotropic compression was investigated by applying an increase in total stress under constant relative humidity (wet and dry) and drying under di erent constant total stress values. The e ect of the capillary forces on the shear strength was evidenced by the simulation of the instability of a cylindrical sand column due to drying.pt_BR
dc.language.isoengpt_BR
dc.publisherE-Unsat 2020 (publicação online)pt_BR
dc.rightsrestrictedAccesspt_BR
dc.titleDEM analysis of some effects due to capillary forces in sandspt_BR
dc.typeworkingPaperpt_BR
dc.identifier.localedicaoLisboapt_BR
dc.identifier.localLisboapt_BR
dc.description.sectorDG/NGUTpt_BR
dc.identifier.conftitle4th European Conference on Unsaturated Soils (E-UNSAT 2020)pt_BR
dc.contributor.peer-reviewedSIMpt_BR
dc.contributor.academicresearchersSIMpt_BR
dc.contributor.arquivoSIMpt_BR
Appears in Collections:DG/NGUT - Comunicações a congressos e artigos de revista

Files in This Item:
There are no files associated with this item.


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.