Geomechanics and Engineering

  • 제6권1호
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  • Pages.65-77
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  • 2014
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  • 2005-307X(pISSN)
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  • 2092-6219(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Analytical solutions for geosynthetic tube resting on rigid foundation

  • Guo, Wei (School of Civil and Environmental Engineering, Nanyang Technological University) ;
  • Chu, Jian (School of Civil and Environmental Engineering, Nanyang Technological University) ;
  • Yan, Shuwang (Geotechnical Research Institute, School of Civil Engineering, Tianjin University) ;
  • Nie, Wen (School of Civil and Environmental Engineering, Nanyang Technological University)
  • 투고 : 2012.11.30
  • 심사 : 2013.09.03
  • 발행 : 2014.01.25
⟨ 이전 논문 다음 논문 ⟩

초록

Geosynthetic tubes inflated with water, clay slurry or sand have been widely used for large dike construction in land reclamation projects. In this paper, analytical solutions for geosynthetic tube resting on rigid foundation is presented by adopting an approach similar to that presented by Leshchinsky et al. (1996). The proposed method allows a quick preliminary design to be made for using a closed-form solution. To simplify the analysis, relationships between geometrical parameters and pumping pressure are established using numerical method. The analytical solutions were compared with several existing solutions and good agreements were achieved.

키워드

참고문헌

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