Interpretation of Installation Damage of Geogrids by Considering Environmental Conditions View Full Text


Ontology type: schema:Chapter     


Chapter Info

DATE

2009

AUTHORS

H. Y. Jeon , A. Bouazza , S. D. Cho , D. Cazzuffi

ABSTRACT

We have compared the long-term performance of membrane drawn-type, warp/knitted-type, junction bonded-type, composite-type geogrid, and strip-type geosynthetic reinforcement from their total factor of safety calculated from the composite reduction factors. To evaluate these reduction factors, wide-width tensile measurements, installation damage, creep deformation, and chemical and biological degradation tests were performed. The total factor of safety for the geosynthetic reinforcements was calculated from the experimental results of these reduction factors. The long-term design strength of the geosynthetic reinforcements was calculated using equations contained in the Geosynthetic Research Institute Standard Test Method GG4. The reduction factor by creep deformation was determined to affect the long-term performance. Strip-type reinforcements and composite-type geogrids showed excellent long-term performance among the geosynthetic reinforcements studied. More... »

PAGES

508-512

Book

TITLE

Geosynthetics in Civil and Environmental Engineering

ISBN

978-3-540-69312-3
978-3-540-69313-0

Identifiers

URI

http://scigraph.springernature.com/pub.10.1007/978-3-540-69313-0_94

DOI

http://dx.doi.org/10.1007/978-3-540-69313-0_94

DIMENSIONS

https://app.dimensions.ai/details/publication/pub.1045747304


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