Transcription of Exposed geomembrane covers: Part 2 - geomembrane restraint
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Exposed geomembrane covers: Part 2 - geomembrane restraint
Copyright 2000 GFR with permission of Industrial Fabrics Association 2000 Volume 18, Number 8In the previous Designer s Forum, design procedures were pre-sented to evaluate the tension in Exposed geomembrane covers(EGCs) due to wind-up lift loading. This article explores alternativemeans of providing anchorage to the EGC to resist such upliftforces. In general, this will involve attempting to use conventionalfeatures of a final cover, ( roadways, swales, etc.) to provide aportion of the required addition to providing mass to act as a restraint , such featuresstill must serve their primary functions.
chors used to resist wind uplift of the exposed geomembrane will mirror features of the completed final cover. In this article, the various anchorage systems are subdivided into three categories: (1) horizontally ori-ented anchors, (2) vertically oriented anchors, and (3) …
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