Keeping a Low Profile
The Admiral Clarey Bridge in Pearl Harbor, Hawaii, combines fixed and floating bridge elements to span more than 4,500 ft (1,372 m) while hovering just above the harbor waters. The bridge,...

Seismic Response of Bridges with Soil–Foundation Flexibilities and Skew Effects

Pile Design in Saline Permafrost at Longyearbyen

Installation and Evaluation of Driven Steel Pipe Piles in Alaska Soils

Helical Piling Foundations in Juneau, Alaska

The First Two Platforms with Suction Pile Foundations Subjected to Sea Ice Forces in the Bohai Sea

Tension Tests on Bored Piles in Residual Soil

Validation of Py Curves from Pressuremeter and Dilatometer Tests at Auburn, Alabama

Minipiles Support High Rise Hospital Through Boulders in Residual Soils

South Boston Tension Element Testing Program for Central Artery (I-93)/Tunnel (I-90) Project

Hong Kong MTR Corporation Airport Railway

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...

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





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