부력을 이용한 연약지반용 방파제의 거동분석
| DC Field | Value | Language |
|---|---|---|
| dc.contributor.author | 윤희석 | - |
| dc.contributor.author | 장인성 | - |
| dc.contributor.author | 권오순 | - |
| dc.contributor.author | 이선재 | - |
| dc.date.accessioned | 2021-03-17T10:10:20Z | - |
| dc.date.accessioned | 2021-03-17T10:10:20Z | - |
| dc.date.available | 2021-03-17T10:10:20Z | - |
| dc.date.available | 2021-03-17T10:10:20Z | - |
| dc.date.created | 2020-02-11 | - |
| dc.date.issued | 2008-03-29 | - |
| dc.identifier.uri | https://sciwatch.kiost.ac.kr/handle/2020.kiost/41169 | - |
| dc.description.abstract | A series of numerical simulations on the several types of breakwaters on the foundation systems utilizing buoyancy were carried out in plane-strain conditions using the modified Cam-Clay model and the Biot’s consolidation theory. Improved foundation system by the replacement of original ground with light weighted material, expandable poly-styrene (called below EPS) and several foundation systems with buoyant cells were used. From the results of numerical simulations we found that the foundation systems utilizing buoyancy are efficient to reduce the maximum consolidation settlements without reducing lateral safety. | - |
| dc.description.uri | 2 | - |
| dc.language | Korean | - |
| dc.publisher | 한국지반공학회 | - |
| dc.relation.isPartOf | 한국지반공학회 2008년 봄학술발표회 논문집 | - |
| dc.title | 부력을 이용한 연약지반용 방파제의 거동분석 | - |
| dc.title.alternative | The behavior of breakwaters utilizing buoyancy for soft ground | - |
| dc.type | Conference | - |
| dc.citation.conferencePlace | KO | - |
| dc.citation.endPage | 310 | - |
| dc.citation.startPage | 300 | - |
| dc.citation.title | 한국지반공학회 2008년 봄학술발표회 논문집 | - |
| dc.contributor.alternativeName | 장인성 | - |
| dc.contributor.alternativeName | 권오순 | - |
| dc.identifier.bibliographicCitation | 한국지반공학회 2008년 봄학술발표회 논문집, pp.300 - 310 | - |
| dc.description.journalClass | 2 | - |
- Appears in Collections:
- Marine Industry Research Division > Maritime ICT & Mobility Research Department > 2. Conference Papers
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