개별요소법을 이용한 매립지 차수시스템의 사면안정성 평가

Cited 0 time in webofscience Cited 0 time in scopus
  • Hit : 277
  • Download : 0
DC FieldValueLanguage
dc.contributor.author박현일-
dc.contributor.author이승래-
dc.contributor.author정구영-
dc.date.accessioned2013-03-15T23:56:04Z-
dc.date.available2013-03-15T23:56:04Z-
dc.date.created2012-02-06-
dc.date.issued2002-03-
dc.identifier.citation한국지반환경공학회 2002년 학술발표회, v., no., pp. --
dc.identifier.urihttp://hdl.handle.net/10203/125291-
dc.description.abstractIn this paper, discrete element method (DEM) has been applied to evaluate the slope stability of landfill lining systems. It is capable of estimating the distributions of tensile force and shear stress mobilized in liners and their interfaces, respectively. According to the slope angles, the mode of failure could be affected. The method is able to take into account of the failure mode occurring at the bottom interface of synthetic liners that the other methods cannot consider.-
dc.languageKOR-
dc.publisher한국지반환경공학회-
dc.title개별요소법을 이용한 매립지 차수시스템의 사면안정성 평가-
dc.typeConference-
dc.type.rimsCONF-
dc.citation.publicationname한국지반환경공학회 2002년 학술발표회-
dc.identifier.conferencecountrySouth Korea-
dc.identifier.conferencecountrySouth Korea-
dc.contributor.localauthor이승래-
dc.contributor.nonIdAuthor박현일-
dc.contributor.nonIdAuthor정구영-
Appears in Collection
CE-Conference Papers(학술회의논문)
Files in This Item
There are no files associated with this item.

qr_code

  • mendeley

    citeulike


rss_1.0 rss_2.0 atom_1.0