개인구독
소속 기관이 없으신 경우, 개인 정기구독을 하시면 저렴하게
논문을 무제한 열람 이용할 수 있어요.
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
- 2014.9
- 수록면
- 105 - 110 (6page)
이용수
초록· 키워드
오류제보하기
The expectations of settlement and foundation failures during load-out of heavy offshore structure are critical issue in design phase. The foundations should be designed to have the sufficient margins, and additional reinforcement methods should be prepared against excessive settlement and foundation failures. Therefore, in this case study, the stability checks for both yard foundations and quay wall were performed using 3D FEA. As the results of analysis, the yard foundation and quay wall could be confirmed to have the reasonable relative settlement and adequate safety margins. Reinforcement such as embedded mats & pile foundations were also showed to be appropriate. Moreover, complex soil composition and unbalance forces, which cannot be considered in the method of empirical general equation, were introduced to estimate more accurate and realistic results. 3D FEA is found to handle the design problems promptly and make a reliable foundation design for load-out operation.
목차
SYNOPSIS
1. 서론
2. 해석대상 공사 개요
3. 수치해석
4. 결과 및 분석
5. 결론
References
참고문헌 (0)
참고문헌 신청이 논문의 저자 정보
이 논문과 함께 이용한 논문
최근 본 자료
댓글(0)
0
UCI(KEPA) : I410-ECN-0101-2015-530-002798192