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SEISMIC RESPONSE OF SATURATED SAND DEPOSITS WITH SILT INTERLAYERS

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dc.contributor.authorTonaroglu, Murat
dc.contributor.authorDikmen, S. Umit
dc.contributor.institutionauthorTONAROĞLU, Murat
dc.date.accessioned2026-06-27T13:14:32Z
dc.date.issued2011
dc.description.abstractThe saturated loose fine sands are known to be the soil with the highest susceptibility to liquefaction under cyclic loads such as earthquakes. Yet, both the laboratory studies and the field observations after various earthquakes have indicated ground conditions with silt inclusions or silt layers without plastic characteristics can also have high risk of liquefaction. In this respect, in this study the effect of the existence of silt interlayers in the saturated sand deposits with different relative density has been investigated parametrically through the use of the LASS-IV code, capable to perform effective stress analysis.en
dc.identifier.eissn1304-7191
dc.identifier.endpage271
dc.identifier.issn1304-7205
dc.identifier.issue3
dc.identifier.startpage261
dc.identifier.urihttps://hdl.handle.net/20.500.14981/50936
dc.identifier.volume29
dc.identifier.wos000219506300004
dc.language.isotur
dc.publisherYILDIZ TECHNICAL UNIV
dc.relation.ispartofSIGMA JOURNAL OF ENGINEERING AND NATURAL SCIENCES-SIGMA MUHENDISLIK VE FEN BILIMLERI DERGISI
dc.subjectSilt interlayers
dc.subjectsaturated sand deposits
dc.subjectliquefaction
dc.subjectseismic loading
dc.subjectEngineering
dc.titleSEISMIC RESPONSE OF SATURATED SAND DEPOSITS WITH SILT INTERLAYERS
dc.typeArticle
dspace.entity.typePublication
local.import.sourceWOS

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