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
- 학술저널
- 저자정보
- 저널정보
- 한국지반공학회 International Journal of Geo-Engineering International Journal of Geo-Engineering 제4권 제2호
- 발행연도
- 2012.6
- 수록면
- 65 - 71 (7page)
이용수
초록· 키워드
오류제보하기
Modified shallow foundation is commonly used for structures on soft soil deposit rather than end bearing piles to control differential settlement. However, it is still expensive for a light weight structures and low story buildings. This paper suggested a wing-wall foundation and will further investigate it using bench scale test on clay and sand. Numerical analysis and approach method are used to verify a load settlement curve of wing-wall foundation on experimentally study. Furthermore, predictions of settlement on wing-wall foundation were made in terms of C<sub>u</sub> and dimensions of wing-walls. In the result, settlement were strongly influenced by the length of wing wall (I) rather than the number of walls (n) and equation for calculating average settlement were derived in terms of soil strength C<sub>u</sub>.
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UCI(KEPA) : I410-ECN-0101-2020-531-000198534