In Situ Strength Assessment Using Full Flow Penetrometers
Underground Compressed Air Energy Storage (CAES)
Seismic upgrades of San Pablo Dam
Laboratory Testing for Unsaturated Soils: A Primer
Offshore Technology in Civil Engineering
Hall of Fame Papers from the Early Years: Volume Six
Prepared by the Program Committee of the Offshore Technology Conference of the Coasts, Oceans, Ports, and Rivers Institute of ASCE. This series presents...
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
Characterizing the Seismic Threat to California's Water Supply
What's Shaking in Seismic Design of Earth Retaining Structures?
Effects of Offshore Sampling and Testing on Undrained Soil Shear Strength
Mechanistic-Based Field Evaluation of Pavement Foundation
The Undisturbed Consolidation Behavior of Clay
(Originally publichshed in
Conical Test Load Measuring Compressibility
(Originally published in
Design Considerations for Expansion of an Existing Landfill Over Extremely Compressible Soils
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...
Permits, Surface Water/Groundwater Baseline Sampling, and Analysis of Dewey-Burdock In Situ Uranium Project in Fall River County, South Dakota
Powertech Uranium Corporation has proposed to conduct in situ mining within a uranium enriched ore deposit on the proposed permit area known as the Dewey-Burdock project. The project is...
Maximum Weighted Log-Likelihood Estimation for Parameterization Selection Uncertainty
Hydraulic conductivity identification remains a challenging inverse problem in groundwater modeling because of inherent non-uniqueness and lack of flexibility in parameterization methods....
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