Predicting the Creep Behavior of High Density Polyethylene Geogrid Using Stepped Isothermal Method

  • S.-S. Yeo
  • Y. G. Hsuan


Ultimate Tensile Strength Dwell Time High Density Polyethylene Creep Test Creep Strain 
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  1. (1).
    Carroll, R.G. and Chouery-Curtis, V., “Geogrid Reinforcement in Landfill Closures,” Geotextiles and Geomembranes, }, 10 (5-6), 471-486 (1991).CrossRefGoogle Scholar
  2. (2).
    Koerner, R.M., Designing with Geosynthetics, 4th ed., Prentice Hall, Englewood Cliffs, NJ, 1998.Google Scholar
  3. (3).
    Fannin, R.J., “Long-Term Variations of Force and Strain in a Steep Geogrid-Reinforced Soil Slope,” Geosynthetics Intern., }, 8 (1), 81-96 (2001).Google Scholar
  4. (4).
    Nielsen, L.E., Mechanical Properties of Polymers and Composites, Vol. 1 and 2, Marcel Dekker Inc., NY, 1974.Google Scholar
  5. (5).
    Greenwood, J.H., Kempton, G.T., Watts, G.R.A., and Bush, D.I., “Twelve-Year Creep Tests on Geosynthetic Reinforcements,” 2nd European Geosynthetics Conference, Italy, 333-336, 2000.Google Scholar
  6. (6).
    Ferry, J.D., Viscoelastic Properties of Polymers, 3rd ed., Wiley, NY, 1980.Google Scholar
  7. (7).
    Painter, P.C. and Coleman, M.M., Fundamentals of Polymer Science, 2nd ed., CRC press, Boca Raton, FL, 1997.Google Scholar
  8. (8).
    Moore, G.R. and Kline, D.E., Properties and Processing of Polymers for Engineers, Prentice-Hall Inc., Englewood Cliffs, NJ, p. 209, 1984.Google Scholar
  9. (9).
    Thornton, J.S., Paulson, J.N., and Sandri, D., “Conventional and Stepped Isothermal Methods for Characterizing Long-Term Creep Strength of Polyester Geogrids,” 6th Intern. Conference on Geosynthetics, Atlanta, GA, 691-698, 1998.Google Scholar
  10. (10).
    Thornton, J.S., Allen, S.R., Thomas, R.W., and Sandri, D., “The Stepped Isothermal Method for Time-Temperature Superposition and its Application to Creep Data on Polyester Yarn,” 6th Intern. Conference on Geosynthetics, Atlanta, GA, 699-706, 1998.Google Scholar
  11. (11).
    Greenwood, J.H. and Voskmp, W., “Predicting the Long-Term Strength of a Geogrid Using the Stepped Isothermal Method,” 2nd European Geosynthetics Conference, Italy, 329-331, 2000.Google Scholar
  12. (12).
    Sherby, O.D. and Dorn, J.E., “Anelastic Creep of Polymethyl Methacrylate,” J. Mechanics Physics Solids, Vol. 6, 145-162, 1958.CrossRefGoogle Scholar
  13. (13).
    Baker, L.T. and Thornton, J.S., “Comparison of Results Using the Stepped Isothermal and Conventional Creep Tests on a Woven Polypropylene Geotextile,” Geosynthetics Conference 2001, Portland, OR, 729-740, 2001.Google Scholar
  14. (14).
    Lothspeich, S.E. and Thornton, J.S., “Comparison of Different Long-Term Reduction Factors for Geosynthetic Reinforcement Materials,” 2nd European Geosynthetics Conference, Italy, 341-346, 2000.Google Scholar
  15. (15).
    Allen, S.R., “The Use of an Accelerate Test Procedure to Determine the Creep Reduction Factors of a Geosynthetic Drain,” Geotechnical Special Publication, Geo-Frontiers Conference, p. 3297-3309, 2005.Google Scholar
  16. (16).
    Tobolsky, A.V., Properties and Structure of Polymers, Wiley, NY, 1960.Google Scholar
  17. (17).
    Popelar, C.H., Kenner, V.H., and Wooster, J.P., “An Accelerated Method for Establishing the Long- Term Performance of Polyethylene Gas Pipe Materials,” Polymer Engineering and Science, }, 31 (24), 1693-1700 (1991).CrossRefGoogle Scholar
  18. (18).
    Ingold, T.S., Montanelli, F., and Rimoldi, P., “Extrapolation Techniques for Long-Term Strengths of Polymeric Geogrids,” 5th Intern. Conference on Geotextiles, Geomembrances and Related Products, Singapore, 1117-1120, 1994.Google Scholar
  19. (19).
    Den-Hoedt, G., “Creep and Relaxation of Geotextile Fabrics,” Geotextiles and Geomembranes, }, 4 (2), 83-92 (1986).CrossRefGoogle Scholar
  20. (20).
    Farrag, K. and Shirazi, H., “Development of an Accelerated Creep Testing Procedure for Geosynthetics-Part I: Testing,” Geotechnical Test. J., }, 20 (4), 414-422 (1997).Google Scholar
  21. (21).
    Govaert, L.E., Bastiaansen, C.W.M., and Leblans, P.J.R., “Stress-Strain Analysis of Oriented Polyethylene,” Polymer, }, 34 (3), 534-540 (1993).CrossRefGoogle Scholar
  22. (22).
    Cembrola, R.J. and Stein, R.S., “Crystal Orientation Relaxation Studies of Polyethylene,” J. Polym. Sci.: Polymer Phys. Ed., Vol. 18, 1065-1085 (1980).CrossRefGoogle Scholar
  23. (23).
    Farrag, K., “Development of an Accelerated Creep Testing Procedure for Geosynthetics-Part II: Analysis,” Geotechnical Test. J., }, 21 (1), 38-44 (1998).CrossRefGoogle Scholar
  24. (24).
    Hsuan, Y. and Yeo, S.-S., “Comparing the Creep Behavior of High Density Polyethylene Geogrid using Two Acceleration Methods,” Geotechnical Special Publication, Issue 130-142, Geo-Frontiers Conference, p. 2887-2901, 2005.Google Scholar

Copyright information

© Springer Science+Business Media, LLC 2009

Authors and Affiliations

  • S.-S. Yeo
    • 1
  • Y. G. Hsuan
    • 1
  1. 1.Dept. of Civil Architectural and Environmental EngineeringDrexel UniversityPhiladelphia

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