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A numerical study on the 2D behavior of clayey basins

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dc.contributor.authorKhanbabazadeh, H.
dc.contributor.authorIyisan, R.
dc.contributor.ituauthorİyisan, Recep
dc.date.accessioned2026-01-25T04:29:19Z
dc.date.issued2014-11-01
dc.description.abstractAbstract In this numerical study the effects of basin edge on the dynamic behavior of the clayey basins are investigated. For this purpose a range of bedrock inclinations at the valley sides from slighter 10° and 20° to steeper 30° and 40°, and three types of stiff, medium plasticity and soft clay materials are selected. The results of the 2D analyses show that not only the amplification pattern of different clay types is different, but also it differs for each material type under different motion intensities. Also, the frequency domain results show that different parts of the valleys are sensitive to different periods. It was seen that under two-dimensional conditions the amplification of clay types other than soft clay could be higher. Finally, the results of this research show the important effect of motion intensity on the 2D behavior of valleys.
dc.description.urihttps://doi.org/10.1016/j.soildyn.2014.06.029
dc.description.urihttps://dx.doi.org/10.1016/j.soildyn.2014.06.029
dc.identifier.doi10.1016/j.soildyn.2014.06.029
dc.identifier.endpage41
dc.identifier.issn0267-7261
dc.identifier.openairedoi_dedup___::61f13dd8df40cac0e75e41e64a319757
dc.identifier.orcid0000-0002-0887-9983
dc.identifier.startpage31
dc.identifier.urihttps://hdl.handle.net/11527/45488
dc.identifier.volume66
dc.language.isoeng
dc.publisherElsevier BV
dc.relation.ispartofSoil Dynamics and Earthquake Engineering
dc.rightsCLOSED
dc.titleA numerical study on the 2D behavior of clayey basins
dc.typeArticle
dspace.entity.typePublication
person.identifier.orcid0000-0002-0887-9983

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