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축소모형에 의한 싱크-홀 보강슬래브의 실험적 성능평가
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| DC Field | Value | Language |
|---|---|---|
| dc.contributor.author | 노삼영 | - |
| dc.contributor.author | 권현호 | - |
| dc.contributor.author | 신동춘 | - |
| dc.contributor.author | 홍찬윤 | - |
| dc.contributor.author | 유성용 | - |
| dc.date.accessioned | 2021-06-23T13:05:53Z | - |
| dc.date.available | 2021-06-23T13:05:53Z | - |
| dc.date.issued | 2010-05 | - |
| dc.identifier.uri | https://scholarworks.bwise.kr/erica/handle/2021.sw.erica/39800 | - |
| dc.description.abstract | Sink-hole is a kind of ground settlements caused by collapse of the underground space when the important structure is constructed on the closed mine tunnel. Thus Sink-hole must be reinforced certainly. Therefore, in this study, experimental performance evaluation of Sink-hole-reinforcing slab is done by scaled model. In this time, rock and silt which is selected by soil condition, are used as ground model which scale is same ratio as reinforced slab. This experiment estimate through the stability of reinforced slab and the ground mutual behavior analysis. | - |
| dc.format.extent | 4 | - |
| dc.language | 한국어 | - |
| dc.language.iso | KOR | - |
| dc.publisher | 한국구조물진단유지관리공학회 | - |
| dc.title | 축소모형에 의한 싱크-홀 보강슬래브의 실험적 성능평가 | - |
| dc.title.alternative | Experimental Performance Evaluation of Sink-hole-reinforcing Slab by Scaled Model | - |
| dc.type | Article | - |
| dc.publisher.location | 대한민국 | - |
| dc.identifier.bibliographicCitation | 한국구조물진단유지관리공학회 학술발표회 논문집, v.14, no.10, pp 297 - 300 | - |
| dc.citation.title | 한국구조물진단유지관리공학회 학술발표회 논문집 | - |
| dc.citation.volume | 14 | - |
| dc.citation.number | 10 | - |
| dc.citation.startPage | 297 | - |
| dc.citation.endPage | 300 | - |
| dc.description.isOpenAccess | N | - |
| dc.description.journalRegisteredClass | other | - |
| dc.identifier.url | https://kiss.kstudy.com/thesis/thesis-view.asp?key=3843337 | - |
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Related Researcher
- Noh, Sam Young
- ERICA 공학대학 (MAJOR IN ARCHITECTURAL ENGINEERING)