Two-Dimensional Hydrodynamic Model of St. Lucie Estuary

In Situ Performances Assessment of Different Final Cover Systems of Municipal Solid Waste (MSW) Landfill (France)

A Risk-Based Approach to Subsurface NORM Disposal
(No paper) Naturally occurring radioactive materials (NORM) has become an environmental concern for the petroleum industry. NORM scales results when naturally occurring radium co-precipitates...

Sensitivity of Stormwater Conveyance System Cost to Design Recurrence Interval
(No paper) The cost of a piped and/or swaled stormwater system is determined principally by the storm recurrence interval (e.g., 5-year design storm) used to design it. That is, the present...

Field Trial of Tire Shreds as Insulation for Paved Roads

Owner Challenges When Selecting Directional Drilling for Pipeline Installations

Planning and Design Considerations for Upgrading Urban Water Distribution System

Use of Subsurface Utility Engineering Techniques to Assess Existing Buried Pipeline Condition

Moving the Cape Hatteras Light Station: Geotechnical Considerations

SPT?—A Better Approach to Site Characterization of Residual Soils Using Other In-Situ Tests

The Arch Bridge Mystery
For some years, concrete from the Manayunk Bridge—a long-idle, spandrel-arch railroad bridge in Philadelphia—had been spalling toward the streets and river below. While a system of nets...

Electrical Explorations (Available in Geo-Environmental Special Issue only)
Recent advances in state-of-the-art, relatively fast, two- and three-dimensional electrical resistivity imaging (also called profiling or tomography) have offered a new view on subsurface...

Geotechnical Investigations for Tunneling & Pipe Jacking

Pipeline Drainage Discharge Analysis

Management of Winter Diffuse Pollution from Urban Areas: Effect of Drainage and Deicing Operations

Hydraulic Behaviour of Geosynthetics in Freezing Conditions

City of Duluth Long Term Street Improvement Program-History

Instrumentation of Reinforcement, Separation and Drainage Geosynthetic Test Sections Used in the Reconstruction of a Highway in Maine

Relating Climate Factors to Pavement Subsurface Conditions

Foundation Evaluation for 8.5 m MSE Wall





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