UPLIFT BEHAVIOUR OF STRATA-GRID ANCHORED PIPELINES EMBEDDED IN GRANULAR SOILS
This paper presents the results of a program of experimental research which was conducted to establish the enhancement of uplift capacity of buried pipelines, which could be derived from the utilization of a woven synthetic geogrid known as strata-grids. The strata-grid is placed immediately above the buried pipeline in an inclined configuration, to derive the desirable anchorage characteristics. Experiments were conducted on strata-grid anchored pipelines which were embedded in either sand backfill or crushed granular 'A'-type backfill. It is observed that the incorporation of strata-grids results in a significant increase in the uplift capacity and that the increased capacity is sustained for large uplift movements of the buried pipeline. (A)
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Availability:
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Corporate Authors:
Asian Institute of Technology
P.O. Box 2754
Bangkok, Thailand -
Authors:
- Selvadurai, APS
- Publication Date: 1993-6
Language
- English
Media Info
- Features: References;
- Pagination: p. 39-55
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Serial:
- GEOTECHNICAL ENGINEERING
- Volume: 24
- Issue Number: 1
- Publisher: SOUTHEAST ASIAN GEOTECHNICAL SOCIETY
- ISSN: 0046-5828
Subject/Index Terms
- TRT Terms: Anchorages; Embankments; Geotextiles; Granular materials; Laboratories; Lattices; Material reinforcement; Pipe; Reinforcing materials; Sand; Soils; Tests; Underground structures
- Uncontrolled Terms: Subterranean
- ITRD Terms: 3420: Anchorage; 2801: Embankment; 4568: Geotextile; 4107: Granular; 6237: Laboratory (not an organization); 3463: Lattice; 3361: Pipe; 3471: Reinforcement (in mater); 4105: Sand; 4156: Soil; 4372: Subterranean; 6255: Test
- Subject Areas: Bridges and other structures; Geotechnology;
Filing Info
- Accession Number: 00662405
- Record Type: Publication
- Source Agency: Transport Research Laboratory
- Files: ITRD
- Created Date: Jul 28 1994 12:00AM