dc.contributorTexas A and M University
dc.contributorUniversidade Estadual Paulista (UNESP)
dc.contributorUniversidade Federal de Pernambuco (UFPE)
dc.date.accessioned2022-04-28T19:00:20Z
dc.date.accessioned2022-12-20T00:56:41Z
dc.date.available2022-04-28T19:00:20Z
dc.date.available2022-12-20T00:56:41Z
dc.date.created2022-04-28T19:00:20Z
dc.date.issued2015-01-01
dc.identifierComputer Methods and Recent Advances in Geomechanics - Proceedings of the 14th Int. Conference of International Association for Computer Methods and Recent Advances in Geomechanics, IACMAG 2014, p. 1353-1358.
dc.identifierhttp://hdl.handle.net/11449/220218
dc.identifier10.1201/b17435-238
dc.identifier2-s2.0-84907300073
dc.identifier.urihttps://repositorioslatinoamericanos.uchile.cl/handle/2250/5400347
dc.description.abstractDesiccation cracks in soils act as a preferential path for water flow and pollutant transport. Drying cracks also affect soil strength and may lead to stability in embankments and slopes. The presence of desiccation cracks can also trigger landslides.Vital infra-structure affected by soil cracking includes levees, road embankments and engineered barriers. Drying cracks generally develop in the soil mass forming a network of cracks with quite regular characteristics.The phenomena of crack generation in soils and sub-sequent propagation is quite complex. A number of factors control the start of the drying crack including soil properties, boundary conditions and soil heterogeneities. Good agreements between experimental results and model prediction are observed. © 2015 Taylor & Francis Group, London.
dc.languageeng
dc.relationComputer Methods and Recent Advances in Geomechanics - Proceedings of the 14th Int. Conference of International Association for Computer Methods and Recent Advances in Geomechanics, IACMAG 2014
dc.sourceScopus
dc.titleModeling drying cracks in soils using a mesh fragmentation method
dc.typeActas de congresos


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