The Deep (Available in Geo-Environmental Special Issue only)
Despite a mere 1,500 ft separation, Baltimore's Oriole Park at Camden Yards and Ravens Stadium required vastly different deep foundation solutions. While Oriole Park is founded...

Rebuilding History
Deterioration of the second-oldest multiple-arch masonry viaduct in the country—in Canton, Mass.—threatened its ability to continue carrying Amtrak's Northeast Corridor trains,...

Geosynthetics in Foundation Reinforcement and Erosion Control Systems
The variety and number of applications of geosynthetics in goetechnical engineering continues to grow rapidly. This proceedings focuses on two specific applications: soil reinforcement...

Shake, Rattle and Hold (Available in Structural Engineering Special Issue Only)
In-situ lateral load tests of two bridge bents were conducted on Interstate 15 in Salt Lake City, Utah, to determine the strength and ductility of an existing concrete bridge and the improvements...

Pile Load Test Program—Kwajalein Drydock

Seismic Design of Port of Los Angeles Berth 144 Wharf

Displacement Based Criteria for the Design of Pile Supported Wharf Structures

Seismic Vulnerability of Pacific Northwest Port Structures

Planning and Implementing an Upgrade for a Pile-Supported Wharf to Serve Post-Panamax Crane Operation

Design of New Wharf Expansion for the Port of Port Arthur, Texas

The Design and Construction of a Bulk Cargo Terminal

Alterations and Additions to Morgan Creek Harbor, Isle of Palms, South Carolina

Foundation Selection for Pier 300 Terminal in the Port of Los Angeles

Mitigation of Liquefaction Hazards to Anchored Sheet Pile Bulkheads

Tieback Anchors for Rehabilitation of a Steel Sheet Pile Wharf

The Limnoria Has Landed!

Pile Jackets, Issues in Design and Performance

Underwater Cracking of Prestressed Concrete Piles

Composite Fiberglass Pile Dolphins

State Fish Pier, Gloucester, MA—Design and Reconstruction of North Wharf

 

 

 

 

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