Chapter
Jun 6, 2018
Analysis of Predicted Capacity versus Load Test Results of Ground Anchors in Multi-Geology Installation
Authors: Eric S. Backlund, M.ASCE [email protected], and Noel W. Janacek, M.ASCE [email protected]Author Affiliations
Publication: IFCEE 2018
Abstract
Over the past few years, we have gathered results of 150 sacrificial ground anchor tests with about 25% of them tested to pullout failure. This paper reviews the predicted capacities based on the available geotechnical data and load test results from the actual sites. This comparison develops a correlation between bond stress in different soil types to the N60 value, which can be used to confirm bond stress estimation. Additional conclusions were drawn based on differences in installation methods, for example solid stem auger installation versus air rotary installation. The ultimate capacities of these anchors were compared to see how the capacities differed or if they were similar. Finally, we compared the variability in load test results performed on different anchors at the same site. We compared how deflection readings at the same load can vary as well as how the ultimate capacity of anchors can vary at a single site.
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Copyright
© 2018 American Society of Civil Engineers.
History
Published online: Jun 6, 2018
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ASCE Technical Topics:
- Analysis (by type)
- Anchors
- Bonding
- Design (by type)
- Engineering fundamentals
- Engineering mechanics
- Equipment and machinery
- Failure analysis
- Failure loads
- Foundation design
- Foundations
- Geomechanics
- Geotechnical engineering
- Load bearing capacity
- Load factors
- Load tests
- Materials engineering
- Materials processing
- Soil mechanics
- Soil properties
- Soil stress
- Static loads
- Statics (mechanics)
- Structural design
- Tests (by type)
Authors
Affiliations
P.E.
Kleinfelder, 180 Sheree Blvd., Suite 3800, Exton, PA 19341. E-mail: [email protected]
P.E.
Kleinfelder, 7805 Mesquite Bend, Suite 100, Irving, TX 75063. E-mail: [email protected]
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