Long Term Behavior of Tunnels in Chicago Clay

How to Calculate the Geometry of Vortex Ripples

Effect of Wave Breaking and Bed Friction on Suspended Sediment Concentration

Evaluation of Bed Shear, Vertical Mixing and Reference Concentration Formulations

El Niño Storms and the Morphodynamic Response of Two Cobble Beaches

Up against the Wall (available in Geoenvironmental special issue only)
A tight site in Portland, Oregon, bounded by existing roads and a light rail line and bordered by underground utilities, required project engineers to develop a new type of shoring wall...

Computational Fluid Dynamics Model of WTP Clearwell: Evaluation of Critical Parameters Influencing Model Performance

Under Pressure
The Arrowhead East and West contracts for the Inland Feeder water conveyance system being built in California consist of 51,500 ft (15,700 m) of tunnels that cross the San Andreas Fault...

Reliability Analysis of Buried Pipelines

Rocking and Overturning of Electrical Equipment under Pulse Type Motions

Dynamic Analysis of Cracked Pipes in Earthquakes

A Retrospective on Early Analysis and Simulation of Freeze and Thaw Dynamics

Analyses of Ice-Induced Vibration and Estimation of Soil Softening under Vibration of a Suction Foundation Platform

PCCP Sewer Force Main Evaluation—A Risk Management Approach

The Rehabilitation of Water Mains by Trenchless Renovation

Structural Evaluation of Harnessed Joints

Characteristic Piezocone Response in Piedmont Residual Soils

Field and Laboratory Measurements of Dynamic Shear Modulus of Piedmont Residual Soils

For the Duration
The U.S. Army Corps of Engineers developed a new grouting method called duration grouting when constructing the foundations for the Portugues Dam in Ponce, Puerto Rico. The site is marked...

Analysis of Surge Pressures in the Inland Feeder and Eastside Pipeline





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