Ocean-Wave Forces on Circular Cylindrical Piles

Forces Induced by Breakers on Piles

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

Shaft Capacity of Driven Piles in Clay

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

Critical State Soil Mechanics Model of Soil Consolidation Stresses around a Driven Pile

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...

Coupling Physical, Chemical, or Biological Methods for Innovative Groundwater Remediation Coupled Polymer Floods and Bio-Chemical Remediation Techniques for Enhanced Groundwater Treatment
Many groundwater remediation techniques are designed to remove or destroy contaminants in situ, but these goals can be accomplished only by...

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....

Summary of Approaches for Estimating Playa Lake Flooding
Playa, or terminal, lakes are common in semi- and arid environments; and their characteristic level, hard, and usually dry surfaces make them ideal for airports, as they are used in the...

 

 

 

 

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