Geotechnical Aspects of Foundation Design and Construction for Pipelines Buried in Liquefiable Riverbed

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

Foundation Design for the Elevated Station at Amundsen-Scott South Pole Station

Pile Design in Saline Permafrost at Longyearbyen

Evaluation of Helical Piers in Frozen Ground

Design and Construction of Water Storage Tanks on Warm Permafrost in Rural Alaska

Rigid Insulation to Reduce Foundation Embedment

Installation and Evaluation of Driven Steel Pipe Piles in Alaska Soils

Helical Piling Foundations in Juneau, Alaska

Development of Design and Construction Techniques for Deep Foundations of Large Bridges: The Russian Experience

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

Analyses of Ice-Induced Vibration and Estimation of Soil Softening under Vibration of a Suction Foundation Platform

Generalized Integral Laws of Frost Heaving Soils: Their Development and Use in Design of Structures and Aerodromes

Instrumentation of Embankment Dams and Levees
Technical Engineering and Design Guides, as adapted from the U.S. Army Corps of Engineers, No. 26. Whether analyzing data to determine the competency...

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

Vibro-Replacement in Residual Soils for Grain Storage Silos

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

For the Duration
The U.S. Army Corps of Engineers developed a new grouting method called duration grouting when constructing the foundations for the Portugues Dam in Ponce, Puerto Rico. The site is marked...

 

 

 

 

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