GEOTEXTILES HELP STABILIZE RESERVOIR FLOOR
The article describes how the entire floor of the Allegheny Reservoir in Warren, Pennsylvania was resurfaced and resealed. The subgrade stabilization and resurfacing the 74-ft deep basin floor had to be completed during a 5 week period. A portion of the floor was constructed of cold-mix asphalt which had become saturated. The design utilized a geotextile in order to improve the bearing capacity of the subgrade. An elongation factor of 70 % was specified for the geotextile so it could conform to irregularities in the subgrade, preventing puncture during and after installation. A burst strength of 400 psi was specified to provide a stable subgrade in order that the cement/aggregate base could be compacted to the required density atop the subgrade. Details of the installation are described.
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Availability:
- Find a library where document is available. Order URL: http://worldcat.org/issn/08824983
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Corporate Authors:
Industrial Fabrics Association International
345 Cedar Building, Suite 450
St Paul, MN United States 55101-1088 -
Authors:
- Novotny, S
- BARR, R
- Publication Date: 1990-3
Media Info
- Pagination: p. 18-20
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Serial:
- Geotechnical Fabrics Report
- Volume: 8
- Issue Number: 2
- Publisher: Industrial Fabrics Association International
- ISSN: 0882-4983
Subject/Index Terms
- TRT Terms: Bearing capacity; Building; Facilities; Geotextiles; Installation; Reservoirs; Resurfacing; Sealing (Technology); Soil stabilization; Subgrade (Pavements)
- Uncontrolled Terms: Stabilization
- Old TRIS Terms: Sealing
- Subject Areas: Construction; Geotechnology; Highways; Maintenance and Preservation; Materials; I35: Miscellaneous Materials;
Filing Info
- Accession Number: 00494224
- Record Type: Publication
- Files: TRIS
- Created Date: May 31 1990 12:00AM