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dc.contributor.authorBol, Ertan
dc.contributor.authorÖnalp, Akın
dc.contributor.authorArel, Ersin
dc.contributor.authorSert, Sedat
dc.contributor.authorÖzocak, Aşkın
dc.date.accessioned2016-05-10T08:19:54Z
dc.date.available2016-05-10T08:19:54Z
dc.date.issued2010-08
dc.identifier.issn1570-761X
dc.identifier.urihttp://hdl.handle.net/11413/1299
dc.description.abstractGround failures in the form of liquefaction, loss of bearing capacity and soil softening have been observed during the 1999 Marmara (Turkey) earthquake. Research to understand the failure phenomena has been carried out since the earthquakes. This paper attempts to provide explanations to the liquefaction failure of silts in seismic conditions. Findings from a large amount of data collected in the city of Adapazari on the physical and mechanical properties of soils is presented. A geomorphological map of the city has shown that there are surprising horizontal and vertical variations of the facies due to the activity of rivers in the past. Cases of liquefaction appear to have concentrated in former backswamp areas where silts and sandy silts were deposited by crevasse splays. Properties of the soils in zones of liquefaction and non-liquefaction have been determined down to a reasonable depth by measuring the average size, clay content and liquidity index as well as cone penetration resistances with porewater pressures to discover that there is significant discrepancy among those profiles susceptible to liquefaction and non-liquefying deposits. A set of "Adapazari Criteria" is proposed which is intended to improve over the "Chinese Criteria" and is simple enough to be universally applicable. This classification is similar to the existing criteria but emphasizes more on the clay content in addition to measuring the liquid limit and the liquidity index as well as the average size.tr_TR
dc.language.isoen_UStr_TR
dc.publisherSpringer, Van Godewijckstraat 30, 3311 Gz Dordrecht, Netherlandstr_TR
dc.relationBulletin Of Earthquake Engineeringtr_TR
dc.subjectTurkeytr_TR
dc.subjectAdapazaritr_TR
dc.subjectEarthquaketr_TR
dc.subjectGround failuretr_TR
dc.subjectLiquefactiontr_TR
dc.subjectFine-grained soilstr_TR
dc.subjectClay contenttr_TR
dc.subjectLiquidity indextr_TR
dc.subjectAverage sizetr_TR
dc.subjectSand contenttr_TR
dc.subjectTürkiyetr_TR
dc.subjectAdapazarıtr_TR
dc.subjectDepremtr_TR
dc.subjectzemin hatasıtr_TR
dc.subjectSıvılaşmatr_TR
dc.subjectİnce taneli topraklartr_TR
dc.subjectkil içeriğitr_TR
dc.subjectlikidite indeksitr_TR
dc.subjectOrtalama boyuttr_TR
dc.subjectkum içeriğitr_TR
dc.titleLiquefaction Of Silts: The Adapazari Criteriatr_TR
dc.typeArticletr_TR
dc.contributor.authorIDTR53055tr_TR
dc.contributor.authorIDTR2172tr_TR
dc.contributor.authorIDTR136055tr_TR
dc.contributor.authorIDTR19215tr_TR
dc.contributor.authorIDTR136056tr_TR
dc.identifier.wos279295600006
dc.identifier.scopus2-s2.0-77954215926


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