Geosynthetic Reinforced Pile Supported Embankment
The primary objective of this investigation improve the design of pile supported embankments with the use of geosynthetic reinforcement to distribute the embankment loads onto the piles and to limit the punching of piles into the embankment during the consolidation of the foundation soil.
- Record URL:
Language
- English
Project
- Status: Completed
- Funding: $60000.00
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Contract Numbers:
TPF-5(061)
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Sponsor Organizations:
Montana Department of Transportation
2701 Prospect Avenue
P.O. Box 201001
Helena, MT United States 59620-1001Michigan Department of Transportation
Murray Van Wagoner Building
425 West Ottawa, P.O. Box 30050
Lansing, MI United States 48909 -
Project Managers:
Adams, Mike
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Performing Organizations:
Collin Group
Bethesda, MD United States - Start Date: 20050101
- Expected Completion Date: 0
- Actual Completion Date: 20130405
- Source Data: RiP Project 34038
Subject/Index Terms
- TRT Terms: Consolidation; Embankments; Geosynthetics; Piles (Supports); Reinforcement (Engineering)
- Subject Areas: Bridges and other structures; Design; Geotechnology; Highways;
Filing Info
- Accession Number: 01479208
- Record Type: Research project
- Source Agency: Federal Highway Administration
- Contract Numbers: TPF-5(061)
- Files: RiP, STATEDOT
- Created Date: Apr 24 2013 1:00AM