Please use this identifier to cite or link to this item: https://hdl.handle.net/20.500.14279/29507
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dc.contributor.authorKakonitis, Panayiotis-
dc.contributor.authorGravanis, Elias-
dc.contributor.authorSarris, Ernestos-
dc.date.accessioned2023-06-26T13:19:39Z-
dc.date.available2023-06-26T13:19:39Z-
dc.date.issued2023-09-
dc.identifier.citationInternational Journal of Rock Mechanics and Mining Sciences, 2023, vol.169,en_US
dc.identifier.issn13651609-
dc.identifier.urihttps://hdl.handle.net/20.500.14279/29507-
dc.description.abstractSolids production is a complex physical process which is controlled by several factors including mechanical failure from in-situ stresses and hydrodynamic erosion from fluid flow. Hydrodynamic models for the prediction of sand production involve sanding criteria based on filtration theories. Such models contain a constitutive model parameter, the coefficient λ, with dimensions of inverse length which is calibrated by sand erosion tests, but its nature and its dependencies have not been clarified to date. The aim of this work is an attempt to refine the hydrodynamic models by investigating the dependence of the sand production coefficient λ on the external stress conditions and on the plastic zone Λ that is developed on hollow cylinders tests and propose an expression describing its importance in the sand production prediction modelling. The aim of the work is obtained through simulations with finite elements by utilizing the well-established Arbitrary Lagrangian-Eulerian (ALE) analysis considering the poro-mechanical coupling of the fluid-solid system for simulating hollow cylinder tests. Best fitting experimental data estimated values for the sand production coefficient for various values of external stress are obtained through back analysis. The dependence of λ on the external stress turns out to be fairly smooth and a three-parameter model is proposed to describe that dependence: a scale parameter, an exponent, and a stress parameter defining the magnitude of stress at which erosion onset is predicted. It turns out that the stress parameter is associated with the minimum stress required for plastic yielding to occur, which was also estimated theoretically. This finding is in agreement with the physical assumption underlying the simulations that erosion onsets and progresses after the material reaches a critical plastic strain as a consequence of material plastic yielding. A power law model describing the dependence of λ on the plastic zone depth is also proposed and discussed.en_US
dc.language.isoenen_US
dc.relation.ispartofInternational Journal of Rock Mechanics and Mining Sciencesen_US
dc.subjectSand productionen_US
dc.subjectSanding criterionen_US
dc.subjectSurface erosionen_US
dc.subjectHydrodynamic modelsen_US
dc.subjectSand production coefficienten_US
dc.subjectDegradationen_US
dc.subjectPoroelastoplasticityen_US
dc.subjectHollow cylinderen_US
dc.titleOn the stress dependency of sand production coefficient in hydro-dynamical sanding criteriaen_US
dc.typeArticleen_US
dc.collaborationUniversity of Nicosiaen_US
dc.collaborationCyprus University of Technologyen_US
dc.subject.categoryCivil Engineeringen_US
dc.journalsSubscriptionen_US
dc.countryCyprusen_US
dc.subject.fieldEngineering and Technologyen_US
dc.publicationPeer Revieweden_US
dc.identifier.doi10.1016/j.ijrmms.2023.105443en_US
dc.relation.volume169en_US
cut.common.academicyear2022-2023en_US
item.fulltextWith Fulltext-
item.cerifentitytypePublications-
item.grantfulltextopen-
item.openairecristypehttp://purl.org/coar/resource_type/c_6501-
item.openairetypearticle-
item.languageiso639-1en-
crisitem.journal.journalissn1365-1609-
crisitem.journal.publisherElsevier-
crisitem.author.deptDepartment of Civil Engineering and Geomatics-
crisitem.author.facultyFaculty of Engineering and Technology-
crisitem.author.orcid0000-0002-5331-6661-
crisitem.author.parentorgFaculty of Engineering and Technology-
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