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 제1호
- 발행연도
- 2012.3
- 수록면
- 5 - 10 (6page)
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초록· 키워드
오류제보하기
Since the applying load is usually set improperly in bi-directional loads on large diameter piles, confusion often emerges when a bi-directional pile load test is performed. In this research, test load increasing ratios, and sufficiency ratios of design load were analyzed based on 96 of bi-directional pile load tests. Based on the analysis, the maximum equivalent test load, which produced by adding the bi-directional loads at equal movements, did not reach as much as the bi-directional accumulated load. Also, the design load can be verified only if the upward or downward test load is more than twice of it. Therefore, as conservative, the loading capacity had better increase as twice of the maximum upward or downward loading capacity to verify the design load.
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UCI(KEPA) : I410-ECN-0101-2020-531-000198630