Geo-Seismic Design in Eastern US: State of Practice

Field Trials with Large Diameter Suction Piles

Large-Scale Penetration Test at a Deepwater Site

In Situ Strength Assessment Using Full Flow Penetrometers

Seismic upgrades of San Pablo Dam

Cyclic Static Model Pile Tests in a Centrifuge

Seismic Behavior of Tubular Steel Offshore Platforms

Harnessing In-Situ Biogeochemical Systems for Natural Ground Imporvement

Load Test Options for Helical Piles Using the Osterberg Cell

Laboratory Testing for Unsaturated Soils: A Primer

Effects of Offshore Sampling and Testing on Undrained Soil Shear Strength

Characterizing the Seismic Threat to California's Water Supply

What's Shaking in Seismic Design of Earth Retaining Structures?

Mechanistic-Based Field Evaluation of Pavement Foundation

Port of Los Angeles Risk Management Strategies
This paper examines risk management strategies for the port of Los Angeles. Topics include its importance to the economy, potential port risks, seismic risk strategies, and terrorist risk...

The Undisturbed Consolidation Behavior of Clay
(Originally publichshed in ASCE Transactions, 1955, 120, 1201-1233.)...

Discussion of The Standard Penetration Test
(Originally published in Proc. of the Fourth Panamerican Conference on Soil Mechanics and Foundation Engineering, ASCE, San Juan, Puerto Rico,1971....

Conical Test Load Measuring Compressibility
(Originally published in J. of Geotechnical Engineerin, 1993, 119(5) 965-971.)...

Bridge Assessment: A Case History

Simulating Radionuclide Transport Away from an Underground Nuclear Test: Linking Non-Isothermal Flow and Mechanistic Reactive Transport
The low-yield (0.75 kiloton) Cambric underground nuclear test situated in alluvium below the water table offers unique perspectives on radionuclide transport in groundwater. The Cambric...

 

 

 

 

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