Tension Testing of Grouted Strand Anchorages
Publication: Contemporary Topics in Ground Modification, Problem Soils, and Geo-Support
Abstract
Cement grout encasement is the most common means of providing corrosion protection for strand anchorages for earth retention applications in the United States. The grout surrounds the strand and wedges and completely fills the wedge pockets. The effect of the grout on the performance of the anchorage is unknown and the ability to develop significant additional capacity above the lock-off load has not been verified by testing. A series of tests were conducted to determine if neat cement grouted strand anchorages can reliably develop load carrying capacity above the load at which they are locked off. The tests considered a range of lock-off loads, grout strengths, and surface condition of the wedges (clean or rusty). Baseline testing of ungrouted anchorages was also performed. Test results indicated that grout with compressive strength less than 38 MPa (5500 psi) did not adversely affect the ability of anchorages to develop load carrying capacity above the lock-off load, while very high strength grout with compressive strength greater than 81 MPa (12,000 psi) adversely affected performance. Rusty anchorages also performed poorly.
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Copyright
© 2009 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
ASCE Technical Topics:
- Anchorages
- Compressive strength
- Construction engineering
- Construction methods
- Design (by type)
- Engineering fundamentals
- Foundation design
- Foundations
- Geotechnical engineering
- Grouting
- Hydraulic engineering
- Hydraulic structures
- Load bearing capacity
- Load factors
- Load tests
- Material mechanics
- Material properties
- Material tests
- Materials engineering
- Ports and harbors
- Strength of materials
- Structural design
- Structural engineering
- Structural members
- Structural systems
- Tension members
- Tests (by type)
- Water and water resources
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