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Geogrids & reinforcement · 2026

Assessment of Creep Reduction Factors of High-Density Polyethylene Geogrids Using Conventional and Stepped Isothermal Methods

Hang-Won Cho, Kap-Jin Kim, Nigel Edwin Wrigley, Hyun-Jin Koo, Suk-Won Choi

Original research · free full-paper access · authors credited

Research overview

Conventional and stepped-isothermal creep tests on HDPE geogrid compare 100-year creep-reduction factors derived from 20% strain and rupture criteria. The reported factors varied from 2.30 to 3.04, and accelerated results diverged from conventional tests beyond about 1,000 hours; the single tested material, thermal sensitivity, extrapolation and criterion choice limit direct adoption in design.

Kontain’s reading note. Refer to the original paper for the authors’ full methods, findings and limitations.

Authors
Hang-Won Cho, Kap-Jin Kim, Nigel Edwin Wrigley, Hyun-Jin Koo, Suk-Won Choi
Publication year
2026
DOI
10.3390/ma19040714
Access
Full text at the original publisher or institutional repository.
Reuse
CC BY 4.0 ↗

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Topics in this paper

HDPE geogridcreep reduction factorstepped isothermal methoddesign lifereinforced soil

Apply the evidence to your project

Materials, test conditions, exposure and loading matter. Research findings need project-specific assessment before use as design inputs.

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