DC Field | Value | Language |
---|---|---|
dc.contributor.author | 김동수 | - |
dc.contributor.author | 추연옥 | - |
dc.date.accessioned | 2013-03-17T01:01:07Z | - |
dc.date.available | 2013-03-17T01:01:07Z | - |
dc.date.created | 2012-02-06 | - |
dc.date.issued | 1999-06 | - |
dc.identifier.citation | 한국지진공학회 춘계학술발표회, v., no., pp.69 - 76 | - |
dc.identifier.uri | http://hdl.handle.net/10203/138096 | - |
dc.description.abstract | Because of the limited land in Korea most of the projects require large-scale reclamation. The hydraulic-filled soil deposits are usually loose and susceptible to be liquified during earthquake. The dynamic deformation characteristics which expressed by shear modulus and damping ratio are important to analyze the earthquake ground motion. In this paper resonant column tests were performed on five hydraulic filled soil in Korea and the deformational characteristics at both small and medium strains were investigated. The coefficients in the Hardin equation to predict the representative maximum shear modulus and modulus reduction cure are also proposed. | - |
dc.language | KOR | - |
dc.publisher | 한국지진공학회 | - |
dc.title | 국내 준설매립토 지반의 동적변형특성 | - |
dc.type | Conference | - |
dc.type.rims | CONF | - |
dc.citation.beginningpage | 69 | - |
dc.citation.endingpage | 76 | - |
dc.citation.publicationname | 한국지진공학회 춘계학술발표회 | - |
dc.identifier.conferencecountry | South Korea | - |
dc.identifier.conferencecountry | South Korea | - |
dc.contributor.localauthor | 김동수 | - |
dc.contributor.nonIdAuthor | 추연옥 | - |
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