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논문 기본 정보

자료유형
학술저널
저자정보
Xin XU (Hanyang University) Yunehyeong Kwag (Kyonggi University) Byungsik Chun (Hanyang University)
저널정보
한국지반환경공학회 한국지반환경공학회 논문집 한국지반환경공학회 논문집 제14권 제7호
발행연도
2013.7
수록면
13 - 18 (6page)

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As a new foundation treatment technology, long-short pile composite’s design theory is still in primary phase, and there are no explicit settlement calculation methods in active codes. So it is necessary to study the working mechanism and the methods of settlement calculation. In this paper, the mechanics of long-short pile composite foundation are fully discussed. Meanwhile, based on the shear deformation method, the Mylonakis & Gazetas models about mutual action between two piles and the one between pile and soil are introduced, Considering the performance of cushion, the flexible factors of mutual actions are provided. Then the settlement calculation of long-short pile composite foundation which can consider the mutual actions between pile, soil and cap is deduced, and the correlated program is also developed. Finally, an engineering example is discussed with the method. A comparison shows that calculated results and measured data from a field test pile are in a good agreement, indicating that the presented approach is feasible and applicable in engineering practice.

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ABSTRACT
1. Introduction
2. The working mechanism of long-short composite piled raft foundation
3. Long-short pile foundation settlement calculation method
4. Engineering application
5. Conclusions
References

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UCI(KEPA) : I410-ECN-0101-2014-530-002487401