Case History of Ground Improvement for Construction and Hydrotesting of a Large LNG Tank in Puerto Rico

Rock Foundations for Route 33 Bridge over the Lehigh River

Side Shear of Large Diameter Drilled Shafts in Weathered Geomaterials

A Case Study of Ground Improvement for a Major Power Plant in Jacksonville, Florida

Under the Microscope
Forensic engineering is typically more complex than engineering design because it requires the integration of specialized knowledge of materials science, structural analysis and design,...

Speeding Across Spain
Spain is extending its high-speed rail system�the Alta Velocidad Espa�ola (AVE)�to include a line running from Madrid to Lleida, with stops in Guadalajara and Zaragoza. The line will extend...

Side Shear and End Bearing in Rock Sockets for Drilled Shafts

Stability of the Confederate Memorial Carving: Stone Mountain Georgia

Erratum for Side Shear and End Bearing in Rock Sockets for Drilled Shafts

Moving Mountains
The earthmoving and rock-crushing operations at the Eastside Reservoir represented one of the largest such projects in the history of the United States. The earth and rock-fill dams required...

Scenic-Bridge Strengthening (Available in Structural Engineering Special Issue only)
Built in 1937, California's Big Creek Bridge�a double-arch crossing with half-arch side spans�was due for a seismic retrofit. Challenged by the structure's unique...

Jacobs Bails out Stone & Webster

Shaw Group Pulls an 11th-Hour Switch for Stone & Webster

Calendar: Bridges 2001 Calendar
Featured bridges are: Whipple Bowstring Bridge (OH); Alsea Bay (Waldport) Bridge (OR); Brush Creek Bridge (KS); Whipple Through Truss (OH); Simon Kenton Bridge (OH); Rogue River (Rock...

On the Erodibility of Rock and Other Earth Materials

Preliminary Assessment of Local Scour Potential at Bridge Piers Founded on Rock

Scour in Erodible Rock I: The Erodibility Index

Scour in Erodible Rock II: Erosive Power at Bridge Piers

The Erodibility Index: Practical Aspects

Estimation of Bridge Pier Scour Using the Erodibility Index Method

 

 

 

 

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