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Investigation of stability of slopes under drawdown conditions

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dc.contributor.authorBerilgen, Mehmet M.
dc.date.accessioned2026-06-27T13:00:58Z
dc.date.issued2007
dc.description.abstractBecause of the rapid drawdown there will be a decrease in the slope stability which might lead to instability in slopes that do not have sufficient level of safety against failure. This paper presents an investigation of slope stability during drawdown depending on the soil permeability, drawdown rate and drawdown ratio, considering the nonlinear material and loading conditions. For this purpose, a coupled transient seepage and deformation analyses (including consolidation), together with the stability analysis, were performed using the FEM for submerged slopes. Nonlinear elasto-plastic behavior of the slope soil is taken into account while analysis of the generation and dissipation of pore pressure is carried out. (C) 2006 Elsevier Ltd. All rights reserved.en
dc.description.urihttps://doi.org/10.1016/j.compgeo.2006.10.004
dc.identifier.doi10.1016/j.compgeo.2006.10.004
dc.identifier.endpage91
dc.identifier.issn0266-352X
dc.identifier.issue2
dc.identifier.startpage81
dc.identifier.urihttps://hdl.handle.net/20.500.14981/49010
dc.identifier.volume34
dc.identifier.wos000247050500003
dc.language.isoeng
dc.publisherELSEVIER SCI LTD
dc.relation.ispartofCOMPUTERS AND GEOTECHNICS
dc.subjectslope stability
dc.subjectseepage
dc.subjectFEM modeling
dc.subjectrapid drawdown
dc.subjectComputer Science
dc.subjectEngineering
dc.subjectGeology
dc.titleInvestigation of stability of slopes under drawdown conditions
dc.typeArticle
dspace.entity.typePublication
local.import.sourceWOS

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