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DEM analysis of some effects due to capillary forces in sands

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dc.contributor.author Pereira, C. pt_BR
dc.contributor.author Maranha, J. R. pt_BR
dc.contributor.author Cardoso, R. pt_BR
dc.date.accessioned 2023-08-31T16:20:17Z pt_BR
dc.date.accessioned 2023-10-10T13:59:39Z
dc.date.available 2023-08-31T16:20:17Z pt_BR
dc.date.available 2023-10-10T13:59:39Z
dc.date.issued 2020 pt_BR
dc.identifier.citation 10.1051/e3sconf/202019502008 pt_BR
dc.identifier.uri https://repositorio.lnec.pt/jspui/handle/123456789/1016540
dc.description.abstract In 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.iso eng pt_BR
dc.publisher E-Unsat 2020 (publicação online) pt_BR
dc.rights restrictedAccess pt_BR
dc.title DEM analysis of some effects due to capillary forces in sands pt_BR
dc.type workingPaper pt_BR
dc.identifier.localedicao Lisboa pt_BR
dc.identifier.local Lisboa pt_BR
dc.description.sector DG/NGUT pt_BR
dc.identifier.conftitle 4th European Conference on Unsaturated Soils (E-UNSAT 2020) pt_BR
dc.contributor.peer-reviewed SIM pt_BR
dc.contributor.academicresearchers SIM pt_BR
dc.contributor.arquivo SIM pt_BR


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