Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/20358
DC FieldValueLanguage
dc.contributorDepartment of Civil and Environmental Engineering-
dc.creatorCheng, YM-
dc.date.accessioned2015-06-23T09:13:50Z-
dc.date.available2015-06-23T09:13:50Z-
dc.identifier.issn0266-352X-
dc.identifier.urihttp://hdl.handle.net/10397/20358-
dc.language.isoenen_US
dc.publisherElsevieren_US
dc.subjectFinite differenceen_US
dc.subjectLateral earth pressureen_US
dc.subjectSeismicen_US
dc.subjectSlip lineen_US
dc.titleSeismic lateral earth pressure coefficients for c-φ soils by slip line methoden_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.spage661-
dc.identifier.epage670-
dc.identifier.volume30-
dc.identifier.issue8-
dc.identifier.doi10.1016/j.compgeo.2003.07.003-
dcterms.abstractIn this paper, the author proposes a rotation of axes in the solution of slip line equations for determination of lateral earth pressure with the presence of seismic loading under general conditions. A general c - φ soil system under a general condition can be considered so that Kpγ, Kpc, Kpq, Kaγ, Kac and Kaq can all be determined. For passive pressure, Kpc is found to be much greater than Kpγ and the effect of seismic coefficient on passive pressure is relatively small as compared with the corresponding situation for active pressure. The use of iterative analysis is found to be useful for passive pressure determination but unimportant for active pressure determination.-
dcterms.bibliographicCitationComputers and geotechnics, 2003, v. 30, no. 8, p. 661-670-
dcterms.isPartOfComputers and geotechnics-
dcterms.issued2003-
dc.identifier.scopus2-s2.0-0242551830-
dc.identifier.rosgroupidr20213-
dc.description.ros2003-2004 > Academic research: refereed > Publication in refereed journal-
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