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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
- 19 - 28 (10page)
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초록· 키워드
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The bearing capacity of piles consists of base and shaft resistances. As the shaft resistance is mobilized early in the loading process, the determination of pile base resistance is an important design step for axially loaded piles. The standard penetration test and cone penetration test are the two most popular methods for pile design, and frequently adopted to estimate pile load capacity. In this paper, the base load-settlement curves of axially loaded piles are obtained for various soil and pile conditions. For this purpose, a 3-D non-linear elastic-plastic constitutive model is introduced and a series of finite element analyses are performed. The 3-D non-linear elastic-plastic constitutive model takes advantage of the intrinsic and state soil variables that can be uniquely determined for a given soil type and condition. Cone resistance qc is determined for the same soil conditions using the penetration resistance analysis and used to obtain normalized pile base resistance. Values and variation of normalized base resistance are then analyzed for different soil and pile conditions of silt content, relative density and pile length.
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