Comparing the creep behavior of high density polyethylene geogrid using two accereration methods

Geotechnical Special Publication

Volumn , Issue 130-142, 2005, Pages 2887-2901

  Hsuan, Y G ^a   Yeo, S S ^a  

^a Drexel University   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

CREEP DATA; CREEP TESTS; STEPPED ISOTHERMAL METHOD (SIM); TIME-TEMPERATURE SUPERPOSTION (TTS);

ACTIVATION ENERGY; CREEP; ISOTHERMS; POLYETHYLENES; REINFORCEMENT; SOILS; VISCOELASTICITY;

GEOSYNTHETIC MATERIALS;

EID: 17044366935     PISSN: 08950563     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (26)

1. ASTM D 1505 "Standard test method for density of plastics by the density-gradient technique", Vol. 08.01, American Society for Testing and Materials. PA.
2. ASTM D 5261 "Standard test method for measuring mass per unit area of geotextiles", Vol. 04.13, American Society for Testing and Materials. PA.
3. ASTM D 5262 "Standard test method for evaluating the unconfined tension creep behavior of geosynthetics", Vol. 04.13, American Society for Testing and Materials. PA.
4. ASTM D 6637 "Standard test method for determining tensile properties of geogrids by the single or multi-rib tensile method", Vol. 04.13, American Society for Testing and Materials. PA.
5. ASTM D 6992 "Standard test method for accelerated tensile creep and creep-rupture of geosynthetic materials based on time-temperature superposition using the stepped isothermal method", Vol. 04.09, American Society for Testing and Materials. PA.
6. Baker, L.T. and Thornton, J.S. (2001). "Comparison of results using the stepped isothermal and conventional creep tests on a woven polypropylene geotextile." Geosynthetics conference 2001, Portland, OR, 729-740.
7. Carroll, R.G. and Chouery-Curtis, V. (1991). "Geogrid reinforcement in landfill closures." Geotextiles and Geomembranes, 10(5-6), 471-486.
8. Cembrola, R.J., and Stein, R.S. (1980). "Crystal Orientation Relaxation Studies of Polyethylene." J. of Polymer Science: Polymer Physics Edition, Vol. 18, 1065-1085.
9. Fannin, R.J. (2001). "Long-term variations of force and strain in a steep geogrid-reinforced soil slope." Geosynthetics international, 8(1), 81-96.
10. Farrag, K. (1998). "Development of an accelerated creep testing procedure for geosynthetics- part II. analysis." Geotechnical Testing Journal, 21(1), 38-44.
11. Farrag, K. and Shirazi, H. (1997). "Development of an accelerated creep testing procedure for geosynthetics-part I: testing." Geotechnical Testing Journal, 20(4), 414-422.
12. rd ed., Wiley, NY
13. Govaert, L.E., Bastiaansen, C.W.M., and Leblans, P.J.R. (1993). "Stress-strain Analysis of Oriented Polyethylene", Polymer, Vol. 34(3), 534-540.
14. nd European geosynthetics conference (EuroGeo2), Italy, 329-331.
15. nd European geosynthetics conference (EuroGeo2), Italy, 333-336.
16. Hoedt, G. (1986). "Creep and relaxation of geotextile fabrics." Geotextiles and Geomembranes, 4(2), 83-92.
17. th international conference on geotextiles, geomembrances and related products, Singapore, 1117-1120.
18. th Ed., Prentice Hall, Englewood Cliffs, NJ.
19. Lothspeich, S.E., and Thornton, J.S. (2000). "Comparison of Different Long Term Reduction Factors for Geosynthetic Reinforcement Materials", GeoEurop II, 341-346.
20. McGown, A., Andrawes, K.Z., Yeo, K.C., and DuBois, D. (1984). "The load-strain-behaviour of tensar geogrids." Polymer grid reinforcement, Thomas Telford, London, 11-17.
21. Moore, G.R. and Kline, D.E. (1984). Properties and processing of polymers for engineers, Prentice-Hall Inc., Englewood Cliffs, NJ., 209 pages.
22. Nielsen, L.E. (1974). Mechanical properties of polymers and composites, Vol. 1,2, Marcel Dekker Inc., NY.
23. nd Ed., CRC press, Boca Raton, FL.
24. Sherby, O.D., and Dorn, J.E. (1958). "Anelastic Creep of Polymethyl Methacrylate." J. of Mechanics and Physics of Solids, Vol. 6, 145-162.
25. th international conference on geosynthetics, Atlanta, GA, 691-698.
26. th international conference on geosynthetics, Atlanta, GA, 699-706.