Please use this identifier to cite or link to this item: https://hdl.handle.net/20.500.14279/23167
DC FieldValueLanguage
dc.contributor.authorPantelidis, Lysandros-
dc.date.accessioned2021-10-04T10:14:14Z-
dc.date.available2021-10-04T10:14:14Z-
dc.date.issued2020-
dc.identifier.citation3rd European and Mediterranean Structural Engineering and Construction Conference, 2020, 3-8 August, Limassolen_US
dc.identifier.isbn9781713815082-
dc.identifier.urihttps://hdl.handle.net/20.500.14279/23167-
dc.description.abstractAs known, the modulus of subgrade reaction of soil, ks, is an essential parameter in designing flexible, shallow foundations based on the Winkler spring hypothesis, where, the foundation soil is modeled as a series of independent (elastic) springs having constant ks. In this paper the various methods for calculating the ks value are discussed, indicating that the more suitable one is Vec ks=0.65[EB4/(EbIb)]1/12E/[B(1 v2)], where, E and are the elastic constants of soil and Eb, Ib and B are the modulus of elasticity of the foundation material, the moment of inertial of the cross-section of the foundation and the foundation width respectively. In addition, it is recommended that, the proper soil modulus value is the one corresponding to=0 for consistency with the defef W (compression with no lateral deformation). In this respect, the author offers an effective method for calculating the equivalent elastic constants (Eeq, eq) for horizontally stratified soil mediums supporting shallow foundations. The same method can also be applied to reducing any homogenous (E, ) soil medium to an equivalent one havingeq=0 and modulus Eeq.en_US
dc.formatpdfen_US
dc.language.isoenen_US
dc.rights© ISECen_US
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/*
dc.subjectEquivalent elastic constantsen_US
dc.subjectFlexible foundationsen_US
dc.subjectHetenyis modelen_US
dc.subjectMat foundationsen_US
dc.subjectStrip foundationsen_US
dc.subjectWinkler spring modelen_US
dc.titleOn the modulus of subgrade reaction for shallow foundations on homogenous or stratified mediumsen_US
dc.typeConference Papersen_US
dc.collaborationCyprus University of Technologyen_US
dc.subject.categoryCivil Engineeringen_US
dc.countryCyprusen_US
dc.subject.fieldEngineering and Technologyen_US
dc.publicationPeer Revieweden_US
dc.relation.conferenceEuropean and Mediterranean Structural Engineering and Construction Conferenceen_US
dc.identifier.scopus2-s2.0-85086106165-
dc.identifier.urlhttps://api.elsevier.com/content/abstract/scopus_id/85086106165-
cut.common.academicyear2019-2020en_US
item.fulltextNo Fulltext-
item.languageiso639-1en-
item.grantfulltextnone-
item.openairecristypehttp://purl.org/coar/resource_type/c_c94f-
item.cerifentitytypePublications-
item.openairetypeconferenceObject-
crisitem.author.deptDepartment of Civil Engineering and Geomatics-
crisitem.author.facultyFaculty of Engineering and Technology-
crisitem.author.orcid0000-0001-5979-6937-
crisitem.author.parentorgFaculty of Engineering and Technology-
Appears in Collections:Δημοσιεύσεις σε συνέδρια /Conference papers or poster or presentation
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