Please use this identifier to cite or link to this item: https://hdl.handle.net/20.500.14279/14215
DC FieldValueLanguage
dc.contributor.authorGravanis, Elias-
dc.contributor.authorSarris, Ernestos-
dc.contributor.authorPapanastasiou, P.-
dc.date.accessioned2019-07-01T08:58:00Z-
dc.date.available2019-07-01T08:58:00Z-
dc.date.issued2016-06-26-
dc.identifier.citation50th US Rock Mechanics / Geomechanics Symposium 2016, Houston, United States, 26 June 2016 through 29 June 2016en_US
dc.identifier.isbn978-151082802-5-
dc.identifier.urihttps://hdl.handle.net/20.500.14279/14215-
dc.description50th US Rock Mechanics / Geomechanics Symposium 2016, Volume 2, 2016, Pages 889-896en_US
dc.description.abstractCopyright 2016 ARMA, American Rock Mechanics Association. Sand production is one of the major research subjects in petroleum industry. The physical processes that dominate the problem depend on the in-situ stress field and the hydro-mechanical conditions (i.e. the state of the material). The problem is usually dealt with either experimentally or numerically due to the complexity of the governing equations. In our previous work, we introduced an erosion model which is built upon the physics (fluid-solid poro-mechanical coupling) usually incorporated in erosion models for the prediction of sand production. In this work we briefly outline the mathematical framework upon which our sand production model works due to erosion. The focus of this analysis is the parametric investigation of the material parameters that dominate the poro-elastoplastic constitutive model (cohesion and friction angle) for weak unconsolidated formations. Typically such formations are dominated by plastic compaction upon loading and are characterized by low cohesive strength (low cohesion) but significant frictional stress dependent strength (high friction angle).en_US
dc.language.isoenen_US
dc.subjectSanden_US
dc.subjectOil field equipmenten_US
dc.subjectDrawdown pressureen_US
dc.titleA hydro-mechanical erosion analytical model for sand predictionen_US
dc.typeConference Papersen_US
dc.collaborationCyprus University of Technologyen_US
dc.collaborationUniversity of Nicosiaen_US
dc.collaborationUniversity of Cyprusen_US
dc.subject.categoryMechanical Engineeringen_US
dc.countryCyprusen_US
dc.subject.fieldEngineering and Technologyen_US
dc.publicationPeer Revieweden_US
dc.relation.conferenceUS Rock Mechanics / Geomechanics Symposiumen_US
dc.identifier.scopus2-s2.0-85010304300-
dc.identifier.urlhttps://api.elsevier.com/content/abstract/scopus_id/85010304300-
cut.common.academicyear2015-2016en_US
item.fulltextNo Fulltext-
item.cerifentitytypePublications-
item.grantfulltextnone-
item.openairecristypehttp://purl.org/coar/resource_type/c_c94f-
item.openairetypeconferenceObject-
item.languageiso639-1en-
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-
Appears in Collections:Δημοσιεύσεις σε συνέδρια /Conference papers or poster or presentation
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