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dc.contributor.authorPan, Yutao
dc.contributor.authorHicks, Michael A.
dc.contributor.authorBroere, Wout
dc.date.accessioned2021-02-15T11:23:13Z
dc.date.available2021-02-15T11:23:13Z
dc.date.created2020-09-29T10:30:51Z
dc.date.issued2021
dc.identifier.citationInternational journal for numerical and analytical methods in geomechanics (Print). 2021, 45 (1), 108-131.en_US
dc.identifier.issn0363-9061
dc.identifier.urihttps://hdl.handle.net/11250/2728050
dc.description.abstractArtificial barriers are widely used to prevent leakages. However, due to construction errors during the wall installation, passages with small dimensions may occasionally penetrate through the barrier, undermining its tightness. A three‐dimensional discretized algorithm (TDA) is proposed for quantitatively estimating the transient‐state discharge rate through defective cutoff walls. By discretizing the wall into a three‐dimensional refined mesh grid, the algorithm enables an examination of penetrating passages, an evaluation of defect dimensions, and an estimation of discharge rate through the penetrating passages. A rigorous realization‐by‐realization comparison between the TDA and the finite element method (FEM) was made, and it was found that the TDA results show strong correlations with the FEM results, but at a remarkably lower (1/103‐1/104) computational cost. The TDA generally gives a discharge rate that is 0.1‐1.0 times greater than its FEM counterpart, as the lengthened seepage distance due to random corrugations in the penetrating untreated zone cannot be replicated by the TDA.en_US
dc.language.isoengen_US
dc.publisherWileyen_US
dc.rightsAttribution-NonCommercial-NoDerivatives 4.0 Internasjonal*
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/deed.no*
dc.titleAn efficient transient‐state algorithm for evaluation of leakage through defective cutoff wallsen_US
dc.typePeer revieweden_US
dc.typeJournal articleen_US
dc.description.versionpublishedVersionen_US
dc.source.pagenumber108-131en_US
dc.source.volume45en_US
dc.source.journalInternational journal for numerical and analytical methods in geomechanics (Print)en_US
dc.source.issue1en_US
dc.identifier.doi10.1002/nag.3145
dc.identifier.cristin1834679
dc.description.localcode© 2020 The Authors. International Journal for Numerical and Analytical Methods in Geomechanics published by John Wiley & Sons Ltd. This is an open access article under the terms of the Creative Commons Attribution‐NonCommercial‐NoDerivs License, which permits use and distribution in any medium, provided the original work is properly cited, the use is non‐commercial and no modifications or adaptations are made.en_US
cristin.ispublishedtrue
cristin.fulltextoriginal
cristin.qualitycode1


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Attribution-NonCommercial-NoDerivatives 4.0 Internasjonal
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