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논문 기본 정보

자료유형
학술저널
저자정보
Janggeun Lee (Korea Institute of Construction Technology) Jae Mo Kang (Korea Institute of Construction Technology) Hoki Ban (Kangwon National University) Changyeul Moon (Kangwon National University)
저널정보
한국지반환경공학회 한국지반환경공학회 논문집 한국지반환경공학회 논문집 제17권 제12호
발행연도
2016.12
수록면
65 - 72 (8page)

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초록· 키워드

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There are numerous factors that affect stress distribution in a buried pipe, such as the shape, size, and stiffness of the pipe, its burial depth, and the stiffness of the surrounding soil. In addition, the pipe can benefit from the soil arching effect to some extent, through which the overburden and surcharge pressure at the crown can be carried by the adjacent soil. As a result, the buried pipe needs to support only a portion of the load that is not transferred to the adjacent soil. This paper presents numerical efforts to investigate the stress distribution in the buried concrete pipe under various environmental conditions. To that end, a nonlinear elasto-plastic model for backfill materials was implemented into finite element software by a user-defined subroutine (user material, or UMAT) to more precisely analyze the soil behavior surrounding a buried concrete pipe subjected to surface loading. In addition, three different backfill materials with a native soil were selected to examine the material-specific stress distribution in pipe. The environmental conditions considering in this study the loading effect and void effects were investigated using finite element method. The simulation results provide information on how the pressures are redistributed, and how the buried concrete pipe behaves under various environmental conditions.

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ABSTRACT
1. Introduction
2. Finite element modeling
3. Simulation results
4. Summary and Conclusions
References

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UCI(KEPA) : I410-ECN-0101-2017-532-001925659