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dc.contributor.authorPYRAH, IC
dc.contributor.authorCINICIOGLU, F
dc.contributor.authorRUSSELL, D
dc.contributor.authorHIRD, CC
dc.date.accessioned2021-03-04T11:01:52Z
dc.date.available2021-03-04T11:01:52Z
dc.date.issued1995
dc.identifier.citationHIRD C., PYRAH I., RUSSELL D., CINICIOGLU F., "MODELING THE EFFECT OF VERTICAL DRAINS IN 2-DIMENSIONAL FINITE-ELEMENT ANALYSES OF EMBANKMENTS ON SOFT GROUND", CANADIAN GEOTECHNICAL JOURNAL, cilt.32, sa.5, ss.795-807, 1995
dc.identifier.issn0008-3674
dc.identifier.otherav_70439a77-638e-4678-9cf2-2dd6243602ed
dc.identifier.othervv_1032021
dc.identifier.urihttp://hdl.handle.net/20.500.12627/77393
dc.identifier.urihttps://doi.org/10.1139/t95-077
dc.description.abstractA recently developed method for modelling the effect of vertical drains in plane strain finite element analyses of consolidation beneath embankments on soft ground is applied to three case histories. Analyses are reported for the consolidation of the soil served by a single drain (a unit cell) under conditions of no lateral strain. In all three cases a good match was obtained between the average degrees of consolidation in an axisymmetric unit cell and the equivalent plane strain unit cell. This suggests that the method could be used to facilitate full two-dimensional analyses of many embankments. The results of the analyses are also compared with the available field data.
dc.language.isoeng
dc.subjectMühendislik ve Teknoloji
dc.subjectYerbilimleri
dc.subjectJeoloji Mühendisliği
dc.subjectTemel Bilimler (SCI)
dc.subjectJEOLOJİ
dc.subjectYER BİLİMİ, MULTİDİSİPLİNER
dc.subjectMühendislik, Bilişim ve Teknoloji (ENG)
dc.subjectMühendislik
dc.subjectMÜHENDİSLİK, JEOLOJİK
dc.titleMODELING THE EFFECT OF VERTICAL DRAINS IN 2-DIMENSIONAL FINITE-ELEMENT ANALYSES OF EMBANKMENTS ON SOFT GROUND
dc.typeMakale
dc.relation.journalCANADIAN GEOTECHNICAL JOURNAL
dc.contributor.department, ,
dc.identifier.volume32
dc.identifier.issue5
dc.identifier.startpage795
dc.identifier.endpage807
dc.contributor.firstauthorID116663


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