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dc.contributor.authorTuncan, Ahmet
dc.contributor.authorTuncan, Mustafa
dc.contributor.authorGüney, Yücel
dc.contributor.editorChung, JS
dc.contributor.editorMatsui, T
dc.contributor.editorKoterayama, W
dc.date.accessioned2019-10-18T18:44:04Z
dc.date.available2019-10-18T18:44:04Z
dc.date.issued1999
dc.identifier.isbn1-880653-40-0
dc.identifier.issn1098-6189
dc.identifier.urihttps://hdl.handle.net/11421/10518
dc.description9th International Offshore and Polar Engineering Conference (ISOPE-99) -- MAY 30-JUN 04, 1999 -- BREST, FRANCEen_US
dc.descriptionWOS: 000080987600075en_US
dc.description.abstractConsolidation test is conducted in the laboratory by oedometer test equipment. Load is applied step by step with mechanical weights in this test. The load is kept for 24 hours in each step. Sample disturbance takes place during loading and unloading. This also effects the results of consolidation test. In this apparatus, modifications are made to loading system and the way of the collecting data. Loading system is designed to apply electro-pneumatic pressure via a mechanical piston to the top of the specimen. In order to determine whether the consolidation is complete, there are double check in this system. One of them is to observe the vertical deformation and the other is to check the load increment with a load cell which is placed under the bottom of the consolidometer. The data acquisition system is designed to collect data and to control the consolidation test with respect to time intervals. In conclusion, not only are these mentioned disadvantages minimized but also the collecting and assessment of data become fully automatic with the proposed modified lest system. Modified consolidation test equipment is a fully computer controlled system. In addition,due to the electro-pneumatic loading system, the results are much safer, more dependable and the duration of experiment is also variable with sample. Not only is the experiment controlled by deformation, but also the load is controlled in each loading step with the load cell placed under the oedometer cell. Thus, applied load and deformation are not continuously observed with the modified consolidation test apparatus. That is automatic control is achieved.en_US
dc.description.sponsorshipInt Soc Offshore & Polar Engineers, Canadian Assoc Petr Producers, Amer Soc Civil Engineers, Engn Mech Div, Korea Comm Ocean Resources & Engn, Canadian Civil Engineers, Engn Mech Div, Chinese Soc Ocean Engineers, Chinese Soc Naval Architects & Marine Engineers, Chinese Soc Theoret & Applied Mech, Russian Acad Sci, Singapore Struct Steel Soc, Norwegian Petr Soc, Inst Engineers Australia, Kansai Soc Naval Architects, Japan, IRO, Netherlands, Tech Res Ctr Finland, Soc Mat Sci, Japan, Offshore Engn Soc, UK, Ukraine Soc Mech Engineers, IFREMER, France, Scott Polar Res Inst, UK, Inst Engineers Indonesia, Brazilian Soc Naval Architects & Marine Engineersen_US
dc.language.isoengen_US
dc.publisherInternational Society Offshore& Polar Engineersen_US
dc.relation.ispartofseriesInternational Offshore and Polar Engineering Conference Proceedings
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectKaoliniteen_US
dc.subjectConsolidationen_US
dc.subjectEquipmenten_US
dc.titleModified consolidation test apparatusen_US
dc.typeconferenceObjecten_US
dc.relation.journalProceedings of the Ninth (1999) International Offshore and Polar Engineering Conference, Vol 1, 1999en_US
dc.contributor.departmentAnadolu Üniversitesien_US
dc.identifier.startpage498en_US
dc.identifier.endpage501en_US
dc.relation.publicationcategoryKonferans Öğesi - Uluslararası - Kurum Öğretim Elemanıen_US
dc.contributor.institutionauthorTuncan, Mustafa
dc.contributor.institutionauthorGüney, Yücel


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