Building on Hudson Yards In Section: Megaproject Geotechnics: Can a Megaproject Be Big Enough to Change a Building Code?
As a young geotechnical consulting engineer working in New York City, I was always curious as to why the city’s building code prescribed a maximum allowable rock-socket skin-friction value of 200 psi for...

Performance of Suction Caissons in Sand and Clay
The use of suction caissons (suction piles) in marine environments has been increasing in the last decade. A suction caisson is a steel pipe with an open bottom and a closed top that is...

Caisson Construction Problems and Correction in Chicago
Originally published in Journal of the Soil Mechanics and Foundations Division, Vol. 97, No. 2, February 1971, pp. 417-440...

Suction Caissons for Deepwater Moorings

Suction Caisson Foundations in the Gulf of Mexico

Total and Effective Stress Analysis of Suction Caissons for Gulf of Mexico Conditions

Effects of Pier Shape on Local Scour

Seismically-Induced Deformations of Caisson Retaining Walls in Improved Soils

Seismic Soil-Structure Interaction: New Evidence and Emerging Issues

Assessment of California's Ocean Wave Energy Recovery

Interim Pier 400 Landfill Status Report

Propagation Property of Dynamic Pressure Through Reclaimed Sand Behind Caisson-Type Seawalls

Excess Pore Water Pressures Behind Quay Walls

Wave Overtopping and Pressure Dependent on Crest Elevation

Caisson Wharf Design At Deltaport Container Terminal, Vancouver

Concrete Box Caissons Earth-Retaining Wharf Structure

Geotechnical Requirements for a Caisson Structure on 80m of Alluvial Soils and Sediments, Vancouver Deltaport

Breakwater Construction and Design Criteria Evaluation

The Design Method of a Dam on Gravel Stream

Replacement of Draft Tube Floating Caisson and Handling System at the Wilson Hydroelectric Plant

 

 

 

 

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