Comparison of various creep aspects for determining creep reduction factors of geogrids

Format: Publications

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Categories: Geotechnical Papers 2008

Abstract - The failure of geosynthetic-reinforced soil (GRS) can be caused by various creep aspects (creep rupture, creep failure or excessive creep deformations) of geosynthetics. Zornberg (2004) defined the creep failure whe

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