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논문 기본 정보
- 자료유형
- 학술저널
- 저자정보
- 발행연도
- 2021.12
- 수록면
- 25 - 32 (8page)
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초록· 키워드
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Geotextile tube technology has been perceived as an economical solution for liquid sludge treatment, and analyzing its consolidation behavior is necessary to be able to evaluate the dewatering capabilities of large geotextile tubes filled with contaminated soil, tailings, sewage sludge, and so on. The objectives of this study are to present a method that can adequately convey the consolidation behavior of geotextile tubes filled with sewage sludge, and to investigate the effects of various geotextile tube consolidation parameters. In this study, variable coefficients of consolidation are utilized to analyze the consolidation process of geotextile tubes filled with sewage sludge. The consolidation solution was verified by comparing the measured and predicted data from a hanging bag test conducted in the literature. After verifying the proposed solution, the consolidation parameters of a geotextile tube composed of a woven polypropylene outer layer and a non-woven polypropylene layer filled sewage sludge were obtained. Using the obtained parameters, the consolidation behavior of a large-scale composite geotextiles tube was predicted.
목차
ABSTRACT
1. Introduction
2. Theoretical Background
3. Consolidation Solution by Variable Coefficients of Consolidation
4. Consolidation Simulation of Geotextile Tubes Filled With Highly Compressible Sludge
5. Conclusions
References
참고문헌 (14)
참고문헌 신청
Bourgès-Gastaud, S. / 2014 / Nonwoven geotextiles to filter clayey sludge : an experimental study / Geotextiles and Geomembranes 42(3):214~223
Carrillo, N. / 1942 / Simple two and three dimensional case in the theory of consolidation of soils / Journal of Mathematics and Physics 21(1~4):1~5
Fowler, J. / 1996 / Dewatering sewage sludge with geotextile tubes, Proc / Proc. 49th Canadian Geotechnical Conference :1~31
Kim, H. J. / 2016 / Numerical and field test verifications for the deformation behavior of geotextile tubes considering 1D and areal strain / Geotextiles and Geomembranes 44(2):209~218
Kim, H. J. / 2018 / Design and consolidation analysis of geotextile tubes for the Saemangeum project in Korea / Geosynthetics International 25(5):507~524
Carrillo, N. / 1942 / Simple two and three dimensional case in the theory of consolidation of soils / Journal of Mathematics and Physics 21(1~4):1~5
Fowler, J. / 1996 / Dewatering sewage sludge with geotextile tubes, Proc / Proc. 49th Canadian Geotechnical Conference :1~31
Kim, H. J. / 2016 / Numerical and field test verifications for the deformation behavior of geotextile tubes considering 1D and areal strain / Geotextiles and Geomembranes 44(2):209~218
Kim, H. J. / 2018 / Design and consolidation analysis of geotextile tubes for the Saemangeum project in Korea / Geosynthetics International 25(5):507~524
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