Chapter
Apr 26, 2012
Subsurface Investigation of Uniform Wharf at Naval Base Guam
Publication: Ports 2010: Building on the Past, Respecting the Future
Abstract
This investigation determined mechanisms that caused earthquake damage to Uniform Wharf at Naval Base Guam. Navy vessel mooring is currently not allowed. Repairs were recommended that will allow full operational capability. Observed damage included deck subsidence, longitudinal fissures, and mis-aligned bulkhead. A subsurface excavation was conducted that exposed a tierod from the bulkhead to behind the anchor. In-situ and laboratory soil tests were conducted to determine fill properties. Groundwater and harbor water levels were measured and compared. Bulkhead lateral profile and surface elevations were surveyed. Exposed tierod and anchors were examined for defects, and alignments measured.
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Copyright
© 2010 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
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ASCE Technical Topics:
- Anchors
- Bulkheads
- Coastal protection structures
- Earthquakes
- Engineering fundamentals
- Equipment and machinery
- Field tests
- Geohazards
- Geomechanics
- Geotechnical engineering
- Geotechnical investigation
- Hydraulic engineering
- Hydraulic structures
- Ports and harbors
- Retaining structures
- Soil mechanics
- Soil properties
- Structural engineering
- Structures (by type)
- Subsurface investigation
- Tests (by type)
- Water and water resources
Authors
Affiliations
Naval Facilities Engineering Command, Engineering Service Center, Waterfront Structures Division, Code CI62, 1100 23rd Avenue, Port Hueneme, California. E-mail: [email protected]
J. B. Forrest, Ph.D.
Naval Facilities Engineering Command, Engineering Service Center, Waterfront Materials Division, Code CI63, 1100 23rd Avenue, Port Hueneme, California; (Retired)
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