DOI QR코드

DOI QR Code

Derivation of design charts based on the two-dimensional structural analysis of geotextile tubes

  • Kim, Hyeong-Joo (Department of Civil Engineering, Kunsan National University) ;
  • Won, Myoung-Soo (Department of Civil Engineering, Kunsan National University) ;
  • Park, Tae-Woong (School of Civil and Environmental Engineering, Kunsan National University) ;
  • Choi, Min-Jun (School of Civil and Environmental Engineering, Kunsan National University) ;
  • Jamin, Jay C. (School of Civil and Environmental Engineering, Kunsan National University)
  • 투고 : 2015.05.06
  • 심사 : 2015.06.15
  • 발행 : 2015.07.25

초록

Analytical solutions for modeling geotextile tubes during the filling process and approximation method to determine the densified tube shape are reviewed. The geotextile tube filling analysis is based on Plaut & Suherman's two-dimensional solution for geotextile tubes having a weightless and frictionless inextensible membrane resting on a rigid horizontal foundation subjected to internal and external hydrostatic pressures. The approximation for the densified tube shape developed by Leshchinsky et al. was adopted. A modified method for approximating the densified tube shape based on an areal-strain deformation analysis is introduced. Design diagrams useful for approximating geotextile tube measurements in the design process are provided.

키워드

과제정보

연구 과제 주관 기관 : Ministry of Land, Infrastructure and Transport in the Republic of Korea

참고문헌

  1. Alvarez, I.E., Rubio, R. and Ricalde, H. (2007), "Beach Restoration with Geotextile Tubes as Submerged Breakwaters in Yucatan, Mexico", Geotext. Geomembran., 25, 233-241. https://doi.org/10.1016/j.geotexmem.2007.02.005
  2. Bezuijen, A. and Vastenburg, E.W. (2013), Geosystems. Design rules and applications, Taylor & Francis Group, FL, USA.
  3. Brink, N.R., Kim, H.J. and Znidarcic, D. (2013), "Consolidation modelling for geotextile tubes filled with fine-grained materials", Proceedings of the GeoAfrica 2013.
  4. Cantre, S. (2002), "Geotextile tubes-analytical design aspects", Geotext. Geomembran., 20, 305-319. https://doi.org/10.1016/S0266-1144(02)00029-8
  5. Cantre, S. and Saathoff, F. (2011), "Design method for geotextile tubes considering strain-formulation and verification by laboratory tests using photogrammetry", Geotext. Geomembran., 29, 201-210. https://doi.org/10.1016/j.geotexmem.2010.10.009
  6. Fowler, J., Stephens, T., Santiago, M. and De Bruin, P. (2002a), "Amwaj islands constructed with geotubes, Bahrain", CEDA Conference, Denver, USA.
  7. Fowler, J., Ortiz, C., Ruiz, N. and Martinez, E. (2002b), "Use of geotubes in Columbia, South America", Proceedings of the 7th International Conference on Geosynthetics, Nice, France, Balkema, 3, 1129-1132.
  8. Ghavanloo, E. and Daneshmand, F. (2009), "Two-dimensional analytical analysis of equilibrium shape of inflated geomembrane tube resting on a rigid foundation with arbritary shape", Geotext. Geomembran., 27, 99-106. https://doi.org/10.1016/j.geotexmem.2008.09.004
  9. Gou, W., Chu, J. Nie, W. and Yan, S. (2014a), "A simplified method for design of geosynthetic tubes", Geotext. Geomembran., 42, 421-427. https://doi.org/10.1016/j.geotexmem.2014.06.006
  10. Gou, W., Chu, J. Yan, S. and Nie, W. (2014b), "Analytical solutions for geosynthetic tube resting on rigid foundation", Geomech. Eng., 6(1), 65-77. https://doi.org/10.12989/gae.2014.6.1.065
  11. Gradshteyn, I.S. and Ryzhik, I.M. (1994), Tables of Integrals, Series and Products, 5th Edition, Boston, Academic Press.
  12. Kazimierowicz, K. (1994), "Simple analysis of deformation of sand sausages", Proceedings of the 5th International Conference on Geotextile, Geomembranes, and Related Products, Southeast Asia Chapter of the International Geotextile Society, Singapore.
  13. Kim, H., Won, M. and Jamin, J. (2015), "Finite-element analysis on the stability of geotextile tube-reinforced embankments under scouring", Int. J. Geomech., 15(2), 1-13.
  14. Kim, H.J., Lee, K.W., Jo, S.K., Park, T.W. and Jamin, J.C. (2014a), "The influence of filling port system to the accretion and pressure distribution of dredged soil fill in acrylic tubes", Proceedings of the Advances in Civil, Environmental and Materials Research (ACEM14), Busan, Korea.
  15. Kim, H.J., Won, M.S., Kim, Y.B., Choi, M.J. and Jamin, J.C. (2014b), "Experimental Analysis on Composite Geotextile Tubes Hydraulically Filled Underwater Condition", Proceedings of the Advances in Civil, Environmental and Materials Research (ACEM14), Busan, Korea.
  16. Kim, H.J., Jamin, J.C. and Mission, J.L. (2013a), "Finite element analysis of ground modification techniques for improved stability of geotubes reinforced reclamation embankments subjected to scouring", Proceedings of the Advances in Structural Engineering and Mechanics (ASEM13), Korea Advanced Institute of Science and Technology, Daejeon, Republic of Korea.
  17. Kim, H.J., Jamin, J.C., Won, M.S., Sung, H.J. and Lee, J.B (2013b), "A Study on the Behavior of Dredged Soil Stratified in a Transparent Geobag", Proceedings of the Advances in Structural Engineering and Mechanics (ASEM13), Jeju, Korea.
  18. Kriel, H.J. (2012), "Hydraulic stability of multi-layered sand-filled geotextile tube breakwaters under wave attack", MSc Thesis, Stellenbosch University, South Africa.
  19. Lawson, C.R. (2008), "Geotextile containment for hydraulic and environmental engineering", Geosynth. Int., 15(6), 384-427. https://doi.org/10.1680/gein.2008.15.6.384
  20. Leshchinsky, D., Leshchinsky, O., Ling, H.I. and Gilbert, P.A. (1996), "Geosynthetic tubes for confining pressurized slurry: some design aspects", J. Geotech. Eng., 122(8), 682-690. https://doi.org/10.1061/(ASCE)0733-9410(1996)122:8(682)
  21. Liu, G.S. and Silvester, R. (1977), "Sand sausages for beach defence work", Proceedings of the 6th Australasian Hydraulics and Fluid Mechanics Conference, Adelaide, Australia.
  22. Malik, J. (2009), "Some problems connected with 2D modeling of geosynthetic tubes", Nonlin. Anal. Real World Appl., 10, 810-823. https://doi.org/10.1016/j.nonrwa.2007.11.009
  23. MATLAB 8.1, Computer software, USA, The MathWorks, Inc.
  24. Namias, V. (1985), "Load-supporting fluid-filled cylindrical membranes", J. Appl. Mech., 52, 913-918. https://doi.org/10.1115/1.3169168
  25. Plaut, R.H. and Suherman, S. (1998), "Two-dimensional analysis of geosynthetic tubes", Acta Mechanica, 129(3-4), 207-218. https://doi.org/10.1007/BF01176746
  26. Recio, J. and Oumeraci, H. (2009), "Processes Affecting the Hydraulic Stability of Coastal Revetments made of Geotextile Sand Containers", Coast. Eng., 56, 260-284. https://doi.org/10.1016/j.coastaleng.2008.09.006
  27. Seay, P.A. (1998), "Finite element analysis of geotextile tubes", Thesis, Blacksburg, Virginia.
  28. Silvester, R. (1986), "Use of grout-filled sausages in coastal structures", J. Waterw., Port Coast. Ocean Eng., 112(1), 95-114. https://doi.org/10.1061/(ASCE)0733-950X(1986)112:1(95)