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논문 기본 정보
- 자료유형
- 학술저널
- 저자정보
- 저널정보
- 한국지반공학회 International Journal of Geo-Engineering International Journal of Geo-Engineering 제2권 제3호
- 발행연도
- 2010.9
- 수록면
- 5 - 10 (6page)
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초록· 키워드
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The settlement behavior of a square piled raft in clay soil was investigated using numerical analysis. The emphasis was on quantifying the reduction of the average and differential settlements in soft clay soils. To obtain the detailed information of piled raft, a nonlinear three dimensional finite element analysis with pile-soil slip interface model was performed for various pile positions, pile numbers and pile lengths under the raft. Based on the results obtained, the settlement aspects for an efficient design of piled rafts subjected to vertical loading are discussed in soft clay case.
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수치해석을 통한 Piled Raft 기초의 거동연구
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Optimum Design of Piled Raft Foundations Using the Data-filtering Hybrid Genetic Algorithm
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Prediction of Settlement of Piled Raft Foundation by Pile Dimensions
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