Chapter
May 7, 2012
Lamination Strength Requirements for Geonet Drainage Geocomposites
Authors: R. Thiel and D. NarejoAuthor Affiliations
Publication: Waste Containment and Remediation
Abstract
There is some question in the industry as to what is an appropriate lamination strength between the geotextile and geonet components of a drainage geocomposite. A recent slippage along this internal interface during soil placement on a 2:1 slope provided evidence that delamination of this interface is a potential issue. Drawing on information gained from this case history plus laboratory test data, this paper suggests a model whereby the lamination strength can be evaluated for slope and placement conditions, and provides guidance for writing geocomposite specifications.
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Information
Published In
Waste Containment and Remediation
Pages: 1 - 13
Copyright
© 2005 American Society of Civil Engineers.
History
Published online: May 7, 2012
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ASCE Technical Topics:
- Case studies
- Composite materials
- Drainage
- Engineering fundamentals
- Engineering materials (by type)
- Fiber reinforced composites
- Geomaterials
- Geomechanics
- Geosynthetics
- Geotechnical engineering
- Irrigation engineering
- Laboratory tests
- Laminated materials
- Material mechanics
- Material properties
- Materials engineering
- Methodology (by type)
- Research methods (by type)
- Slopes
- Strength of materials
- Tests (by type)
- Water and water resources
Authors
Affiliations
R. Thiel
Vector Engineering, 143E Spring Hill Dr, Grass Valley, CA 95945
D. Narejo
GSE Lining Technology, Inc., 19103 Gundle Road, Houston, TX 77073
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.