A numerical evaluation of a cover embankment model on very soft halic dredge material

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dc.contributor.authorTerzi, Niyazi Uğur
dc.contributor.authorSelcuk, M. Ergenekon
dc.contributor.authorSengul, T.
dc.contributor.editorChung, CK
dc.contributor.editorKim, HK
dc.contributor.editorLee, JS
dc.contributor.editorJung, YH
dc.contributor.editorKim, DS
dc.date.accessioned13.07.201910:50:10
dc.date.accessioned2019-07-16T09:20:23Z
dc.date.available13.07.201910:50:10
dc.date.available2019-07-16T09:20:23Z
dc.date.issued2011
dc.departmentMühendislik Fakültesi
dc.description5th International Symposium on Deformation Characteristics of Geomaterials (IS) -- SEP 01-03, 2011 -- Seoul, SOUTH KOREA
dc.descriptionWOS:000393696300136
dc.description.abstractThe objective of this study is to evaluate the consolidation process and long-term deformation behavior of an embankment constructed on dredge material from the Halic (know as Golden Horn) in Istanbul. A comprehensive laboratory studies were performed on dredge material and with using the laboratory test results, finite element numerical method was carried out to analyze the embankment construction procedure, and its relationship with the Halic dredge materials. The Soft Soil Creep Model for very soft dredge material and the Mohr-Coulomb Soil Model for embankment material was utilized in the numerical investigations. For the numerical analysis, engineering and consolidation characteristics of the Halic dredge material were determined by using in-situ and laboratory tests. The results proved that the chosen Soft Soil Model and Mohr-Coulomb for the Halic dredge and embankment materials are efficient in assessing the geotechnical behavior and the long term pore water pressure dissipation of the embankment-foundation system model.
dc.identifier.doi10.3233/978-1-60750-822-9-1136
dc.identifier.endpage1143en_US
dc.identifier.isbn978-1-60750-822-9; 978-1-60750-821-2
dc.identifier.startpage1136en_US
dc.identifier.urihttps://doi.org/10.3233/978-1-60750-822-9-1136
dc.identifier.urihttps://hdl.handle.net/20.500.12451/5086
dc.identifier.wosWOS:000393696300136
dc.identifier.wosqualityN/A
dc.indekslendigikaynakWeb of Science
dc.language.isoen
dc.publisherIOS Press
dc.relation.ispartofDeformation Characteristics of Geomaterials, PTS 1 AND 2
dc.relation.publicationcategoryKonferans Öğesi - Uluslararası - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.subjectHalic Dredge Material
dc.subjectStaged Construction
dc.subjectPore Pressure Pissipation
dc.subjectSoft Soil Model
dc.titleA numerical evaluation of a cover embankment model on very soft halic dredge material
dc.typeConference Object

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