dc.contributor3136 TAMU
dc.contributorUniversidade Estadual Paulista (UNESP)
dc.contributorUniversidade Federal de Pernambuco (UFPE)
dc.date.accessioned2022-04-28T19:09:41Z
dc.date.accessioned2022-12-20T01:07:46Z
dc.date.available2022-04-28T19:09:41Z
dc.date.available2022-12-20T01:07:46Z
dc.date.created2022-04-28T19:09:41Z
dc.date.issued2018-01-01
dc.identifierGeotechnical Special Publication, v. 2017-November, n. GSP 303, p. 342-351, 2018.
dc.identifier0895-0563
dc.identifierhttp://hdl.handle.net/11449/221115
dc.identifier10.1061/9780784481707.034
dc.identifier2-s2.0-85049806103
dc.identifier.urihttps://repositorioslatinoamericanos.uchile.cl/handle/2250/5401243
dc.description.abstractThe study of crack generation and propagation in soils is a very complex problem and possesses several challenges. In this paper a novel approach is proposed to model the formation and propagation of cracks in drying soils. This technique consists of introducing finite elements with high aspect ratio between the regular elements of the original mesh. The main components of the mathematical formulation of the proposed approach are presented, with special emphasis on the constitutive models. Three drying tests were simulated considering circular plates with different heights in order to study the development of desiccation cracks. Thus, the drying process was reproduced by imposing a suction gradient at the top of the soil specimen. The obtained crack patterns were compared against experimental tests to validate the proposed method. The results indicated that the technique was able to capture the main phenomena related to the desiccation crack.
dc.languageeng
dc.relationGeotechnical Special Publication
dc.sourceScopus
dc.titleModelling the 3D Crack Network Observed in Desiccated Soils
dc.typeActas de congresos


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