Flat Dilatometer Modulus Applied to Drilled Shaft Foundations in Piedmont Residuum

Minipiles Support High Rise Hospital Through Boulders in Residual Soils

Vibro-Replacement in Residual Soils for Grain Storage Silos

South Boston Tension Element Testing Program for Central Artery (I-93)/Tunnel (I-90) Project

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...

Construction Control for Earth and Rockfill Dams
Technical Engineering and Design Guides, as adapted from the U.S. Army Corps of Engineers, No. 27 This manual provides critical guidance for constructors...

Seattle Solutions
Many of Seattle's most important bridges are vulnerable to serious damage if a much-anticipated big earthquake hits. A city-wide study designated lifeline structures for retrofitting,...

Opportunities in Asia
An Assessment of Construction Trends, Needs, and Potential Collaborations
Prepared by Civil Engineering Research Foundation. This book presents findings of a 1996 technology assessment mission to East Asia that examined the...

Sacrificial Piles and Iowa Vanes as Pier Scour Countermeasures

Estimating the Risk of Scour Vulnerable Bridges

Dispersive Wave Methods for Unknown Pile Lengths

NCHRP 21-5 Research Results on Determination of Unknown Bridge Foundation Depths

Evaluating Unknown Bridge Foundations: Is It Worth It?

Effects of Pier Shape on Local Scour

Scour at Complex Pier Geometries

Proposed Pier Scour Procedure for Rock Formations

Pier Scour in Montmorillonite Clay Soils

Outlet Repairs Using Cured-in-Place Pipe

Post-Triggering Response of Liquefied Sand in the Free Field and Near Foundations

Problems Associated with Liquefaction and Lateral Spreading During Earthquakes

 

 

 

 

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