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학술연구/단체지원/교육 등 연구자 활동을 지속하도록 DBpia가 지원하고 있어요.
커뮤니티
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논문 기본 정보
- 자료유형
- 학술대회자료
- 저자정보
- 발행연도
- 2008.10
- 수록면
- 901 - 904 (4page)
이용수
초록· 키워드
오류제보하기
Piled raft foundation as shallow foundation is commonly used to carry required bearing capacity and to reduce differential settlement and excessive settlement. Installations of piled rafts in clay soils are expensive and technically complicated. Also, the high fatigue stress is concentrated on raft at pile locations. In this study, a side wall type foundation is utilized and compared with piled raft foundation by conducting laboratory experiment for the load-settlement behavior in clay soils. Tri-axial tests (UU) are conducted on two different types of the side-wall type foundation and the piles raft foundation on clay soils. It is found that side wall type foundation with short wall is more effective to reduce average settlement than piled raft foundation. However, side wall type foundation with long wall has same effectiveness as piled raft foundation.
목차
Abstract
1. Introduction
2. Experimental
3. Numerical Analysis
4. Analysis Result
5. Conclusion
References
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UCI(KEPA) : I410-ECN-0101-2009-531-018923836