Laboratory and Field Observations for Golden Horn Marine Clay

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dc.authorid0000-0001-9455-1687
dc.authorid0000-0002-4784-1603
dc.authorscopusid56211622600
dc.authorscopusid8909860600
dc.authorscopusid12771755700
dc.authorscopusid57219170208
dc.authorwosidKILIÇ, HAVVANUR/AAZ-6875-2020
dc.authorwosidBerilgen, Saadet Arzu/AAZ-8261-2020
dc.authorwosidBiçer, Perihan/ABA-5633-2020
dc.authorwosidBerilgen, Saadet Arzu/AAM-5306-2020
dc.contributor.authorKılıç, Havvanur
dc.contributor.authorBerilgen, Saadet Arzu
dc.contributor.authorBiçer, Perihan
dc.contributor.authorYıldırım, Mustafa
dc.date.accessioned2022-05-11T14:26:36Z
dc.date.available2022-05-11T14:26:36Z
dc.date.issued2010
dc.departmentFakülteler, Çorlu Mühendislik Fakültesi, İnşaat Mühendisliği Bölümü
dc.description.abstractIstanbul, the largest city in Turkey and one of the major metropolitan areas in the world, cleaned one of its environmentally polluted areasGolden Hornby dredging 5 million m3 of the bottom sediments and pumping the resulting sludge to a storage area behind a dam built at an abandoned rock quarry site in Alibey district. The reclamation of the land that formed over the storage area of Golden Horn dredged material is socially and economically very desirable. In this paper, results from experimental studies that are focused on determining the shear strength behavior of the dredge material and undisturbed soil are presented. Slurry consolidometer test, large model tests and small model tests are used to consolidate the dredged soil samples from Halic to simulate the natural consolidation behavior of these soils. Shear strength parameters are determined by laboratory vane tests; unconfined compression tests; undrained-unconsolidated (UU) and consolidated-undrained (CU) triaxial tests on samples that are obtained through in situ undisturbed samples and laboratory model tank and slurry consolidation. Moreover, the effects of fly ash and lime additives on the undrained shear strength were determined by mixing the materials with the dredged clay from Golden Horn during the model experiments conducted in the laboratory. Based on these findings, equations are proposed that govern the relationships between undrained shear strength and water content value.
dc.identifier.doi10.1080/10641191003780849
dc.identifier.endpage323
dc.identifier.issn1064-119X
dc.identifier.issue4en_US
dc.identifier.scopus2-s2.0-78649368385
dc.identifier.scopusqualityQ1
dc.identifier.startpage303
dc.identifier.urihttps://doi.org/10.1080/10641191003780849
dc.identifier.urihttps://hdl.handle.net/20.500.11776/6505
dc.identifier.volume28
dc.identifier.wosWOS:000284417900003
dc.identifier.wosqualityQ2
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.institutionauthorBiçer, Perihan
dc.language.isoen
dc.publisherTaylor & Francis Inc
dc.relation.ispartofMarine Georesources & Geotechnology
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.subjectfield and laboratory vane test
dc.subjectmarine clay
dc.subjectsoil improvement
dc.subjectundrained shear strength
dc.subjectConsolidation
dc.titleLaboratory and Field Observations for Golden Horn Marine Clay
dc.typeArticle

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