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dc.contributor.authorBakunowicz, P.
dc.contributor.authorEcemis, N.
dc.date.accessioned2021-02-12T18:47:47Z
dc.date.available2021-02-12T18:47:47Z
dc.date.issued2015
dc.identifier.isbn978-1-315-73319-7
dc.identifier.isbn978-1-138-00148-0
dc.identifier.urihttps://hdl.handle.net/11147/10315
dc.descriptionComputer Methods and Recent Advances in Geomechanicsen_US
dc.description.abstractThis paper contains the calibration phase of two-dimensional numerical modelling of Cone Penetration Tests (CPT) in clean saturated sand deposits. The data for calibration is obtained from the CPTs conducted before five different large scale laminar box shaking table tests. The numerical simulations of the cone penetration tests are carried out under application of the Distinct Element Method (DEM) software PFC2D (ITASCA, 2008). This software has additional basic fluid analysis option which uses well recognized SIMPLE shame (Patankar, 1980). A series of conventional Consolidated Drained (CD) triaxial tests were performed in the laboratory to assess the stress-strain behavior of the tested soil. Based on these physical experiments, calibration and scaling of DEM model was performed. In this paper, it is also proven that CPT laminar box based correlations facilitate to overcome limitations of 2D simulation. Outcome can be widely and successfully applied both in scientific research and engineering practice.en_US
dc.language.isoengen_US
dc.publisherCRC PRESS-TAYLOR & FRANCIS GROUPen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.titleValidation of porosity in 2D-DEM CPT model using large scale shaking table tests in saturated sandsen_US
dc.typeconferenceObjecten_US
dc.typeconferenceObjecten_US
dc.relation.journalComputer Methods And Recent Advances In Geomechanicsen_US
dc.contributor.departmentIzmir Isntitute of Technologyen_US
dc.identifier.startpage483en_US
dc.identifier.endpage488en_US
dc.identifier.wosWOS:000380614500074
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US


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