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dc.contributor.authorBista, Dipen
dc.contributor.authorSas, Gabriel
dc.contributor.authorJohansson, Fredrik
dc.contributor.authorLia, Leif
dc.date.accessioned2020-09-15T11:59:34Z
dc.date.available2020-09-15T11:59:34Z
dc.date.created2020-06-29T14:57:04Z
dc.date.issued2020
dc.identifier.citationJournal of Rock Mechanics and Geotechnical Engineering. 2020, 449-460.
dc.identifier.issn1674-7755
dc.identifier.urihttps://hdl.handle.net/11250/2677847
dc.description.abstractThe location and geometry of large-scale asperity present at the foundation of concrete gravity dams and buttress dams affect the shear resistance of the concrete-rock interface. However, the parameters describing the frictional resistance of the interface usually do not account for these asperities. This could result in an underestimate of the peak shear strength, which leads to significantly conservative design for new dams or unnecessary stability enhancing measures for existing ones. The aim of this work was to investigate the effect of the location of first-order asperity on the peak shear strength of a concrete-rock interface under eccentric load and the model discrepancy associated with the commonly used rigid body methods for calculating the factor of safety (FS) against sliding. For this, a series of direct and eccentric shear tests under constant normal load (CNL) was carried out on concrete-rock samples. The peak shear strengths measured in the tests were compared in terms of asperity location and with the predicted values from analytical rigid body methods. The results showed that the large-scale asperity under eccentric load significantly affected the peak shear strength. Furthermore, unlike the conventional assumption of sliding or shear failure of an asperity in direct shear, under the effect of eccentric shear load, a tensile failure in the rock or in the concrete could occur, resulting in a lower shear strength compared with that of direct shear tests. These results could have important implications for assessment of the FS against sliding failure in the concrete-rock interface.
dc.language.isoeng
dc.subjectShear strength
dc.subjectShear strength
dc.subjectConcrete
dc.subjectConcrete
dc.subjectDam foundation
dc.subjectDam foundation
dc.subjectConcrete rock interface
dc.subjectConcrete rock interface
dc.titleInfluence of location of large-scale asperity on shear strength of concrete-rock interface under eccentric load
dc.typePeer reviewed
dc.typeJournal article
dc.description.versionpublishedVersion
dc.subject.nsiVDP::Bygningsmaterialer: 525
dc.subject.nsiVDP::Building materials: 525
dc.source.pagenumber449-460
dc.source.journalJournal of Rock Mechanics and Geotechnical Engineering
dc.identifier.doihttps://doi.org/10.1016/j.jrmge.2020.01.001
dc.identifier.cristin1817628
dc.relation.projectNorges forskningsråd: 244029
cristin.ispublishedtrue
cristin.fulltextoriginal
cristin.qualitycode1


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