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dc.contributor.authorSpringman, S. M.
dc.contributor.authorKelesoglu, Mustafa Kubilay
dc.date.accessioned2021-03-05T18:51:50Z
dc.date.available2021-03-05T18:51:50Z
dc.date.issued2011
dc.identifier.citationKelesoglu M. K. , Springman S. M. , "Analytical and 3D numerical modelling of full-height bridge abutments constructed on pile foundations through soft soils", COMPUTERS AND GEOTECHNICS, cilt.38, ss.934-948, 2011
dc.identifier.issn0266-352X
dc.identifier.othervv_1032021
dc.identifier.otherav_cc77ef30-66dd-4944-95b0-b6968e25f289
dc.identifier.urihttp://hdl.handle.net/20.500.12627/135349
dc.identifier.urihttps://doi.org/10.1016/j.compgeo.2011.07.011
dc.description.abstractThe scope of this paper is the analysis of full-height bridge abutments on pile foundations, installed through soft soils, with a commercially available finite element software and soil model. Well-documented centrifuge test data were used as reference. Excess pore pressures developed in the clay layer, vertical and horizontal movements of the soft clay, pile displacements and bending moments, and abutment wall bending moments were chosen for comparison, since they are the most critical parameters for observation and design. Additionally, the validity of an analytical method (SIMPLE), which was proposed to analyse the piled abutments subjected to nearby surcharge loading, is discussed. This soil-structure interaction problem has been investigated over the last three decades, using either field or centrifuge tests, accompanied by FE analyses. Special modelling techniques and advanced soil models were used in these numerical studies to establish the most representative field behaviour. However, since the codes or techniques used in these advanced FE analyses are neither very practical nor easily accessible, it is difficult to employ them consistently in design. Thus, the results of this study are intended to provide some guidelines for designers, and to bring insight about the interacting mechanisms into the design process. (C) 2011 Elsevier Ltd. All rights reserved.
dc.language.isoeng
dc.subjectMühendislik ve Teknoloji
dc.subjectBİLGİSAYAR BİLİMİ, İNTERDİSİPLİNER UYGULAMALAR
dc.subjectBilgisayar Bilimi
dc.subjectMühendislik, Bilişim ve Teknoloji (ENG)
dc.subjectYerbilimleri
dc.subjectTemel Bilimler (SCI)
dc.subjectJEOLOJİ
dc.subjectJeoloji Mühendisliği
dc.subjectBilgisayar Bilimleri
dc.subjectBilgisayar Grafiği
dc.subjectMÜHENDİSLİK, JEOLOJİK
dc.subjectMühendislik
dc.subjectYER BİLİMİ, MULTİDİSİPLİNER
dc.titleAnalytical and 3D numerical modelling of full-height bridge abutments constructed on pile foundations through soft soils
dc.typeMakale
dc.relation.journalCOMPUTERS AND GEOTECHNICS
dc.contributor.departmentETH Zurich , ,
dc.identifier.volume38
dc.identifier.issue8
dc.identifier.startpage934
dc.identifier.endpage948
dc.contributor.firstauthorID74321


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