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Consolidation Analysis of Geotextile Tubes Filled with Highly Compressible Sludge Using Variable Coefficients of Consolidation

  • Kim, Hyeongjoo (Department of Civil and Enviromental Engineering, Kunsan National University) ;
  • Kim, Hyeongsoo (Department of Civil and Enviromental Engineering, Kunsan National University)
  • Received : 2021.10.18
  • Accepted : 2021.11.19
  • Published : 2021.12.01

Abstract

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.

Keywords

Acknowledgement

This research was supported by Basic Science Research Program through the National Research Foundation of Korea (NRF) funded by the Ministry of Education (NRF2021R1A6A1A0304518511).

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