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논문 기본 정보

자료유형
학술저널
저자정보
Myoung Sung Choi (Daewoo Institute of Construction Technology) Young Jin Kim (Daewoo Institute of Construction Technology) Jin Keun Kim (Korea Advanced Institute of Science and Technology)
저널정보
한국콘크리트학회 International Journal of Concrete Structures and Materials International Journal of Concrete Structures and Materials Vol.8 No.4
발행연도
2014.12
수록면
269 - 278 (10page)

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초록· 키워드

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When concrete is being transported through a pipe, the lubrication layer is formed at the interface between concrete and the pipe wall and is the major factor facilitating concrete pumping. A possible mechanism that illustrates to the formation of the layer is the shear-induced particle migration and determining the rheological parameters is a paramount factor to simulate the concrete flow in pipe. In this study, numerical simulations considering various rheological models in the shear-induced particle migration were conducted and compared with 170 m full-scale pumping tests. It was found that the multimodal viscosity model representing concrete as a three-phase suspension consisting of cement paste, sand and gravel can accurately simulate the lubrication layer. Moreover, considering the particle shape effects of concrete constituents with increased intrinsic viscosity can more exactly predict the pipe flow of pumped concrete.

목차

Abstract
1. Introduction
2. Analysis Method for the Pipe Flow of Pumped Concrete
3. Experimental Programs
4. Numerical Simulation for the Pumping Test
5. Results and Discussion
6. Conclusion
References

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