지원사업
학술연구/단체지원/교육 등 연구자 활동을 지속하도록 DBpia가 지원하고 있어요.
커뮤니티
연구자들이 자신의 연구와 전문성을 널리 알리고, 새로운 협력의 기회를 만들 수 있는 네트워킹 공간이에요.
논문 기본 정보
- 자료유형
- 학술대회자료
- 저자정보
- 발행연도
- 2012.5
- 수록면
- 1,531 - 1,534 (4page)
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초록· 키워드
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Anchors are primarily designed and constructed to resist outwardly-directed loads imposed on the foundation of the structure. These outwardly-directed loads are transmitted to the soil at a greater depth by the anchors. Buried anchors have been used far thousands of years to stabilize the structures. Various types of earth anchors are nowadays used for the uplift resistance of transmission towers, utility poles, submerged pipelines and tunnels. Anchors are also used for tieback resistance of earth-retaining structures, waterfront structures, at bends in pressure pipelines, md when it is necessary to control thermal stress. In this research we have analyzed the uplift behavior of plate anchors in sand by experimental study to estimate the uplift behavior cf plate anchor. To archive the research purpose, uplift resistance md displacement characteristics cf plate anchors caused by embedment ratio, plate diameter were studied, compared and analyzed with various cases.
목차
ABSTRACT
1. 서론
2. Plate Anchor의 인발 이론
3. 실내모형실험
4. 결과 및 해석
5. 결론
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UCI(KEPA) : I410-ECN-0101-2013-472-003622652