Generalized Integral Laws of Frost Heaving Soils: Their Development and Use in Design of Structures and Aerodromes

Instrumentation of Embankment Dams and Levees
Technical Engineering and Design Guides, as adapted from the U.S. Army Corps of Engineers, No. 26. Whether analyzing data to determine the competency...

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

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,...

Environmental Design Factors for Concrete Pressure Pipe

Large Diameter Reinforced Concrete Pipe Bedding Design and Installation in Adverse Soil Conditions

Preparing for Pier A
Earthquakes, oil wells, contamination and unstable soil were among the challenges engineers faced as they prepared a site at California's port of Long Beach for the Pier A...

Shallow Insulated Foundation Failure Due to Frost Action: Case Study

Cold Formed Steel Arches for Antarctica

Quantitative Constraint Satisfaction in Preliminary Bridge Foundation Design

Foundation Evaluation for 8.5 m MSE Wall

The Design of Geosynthetic Reinforced Foundations

Dynamic Loading on Foundation on Reinforced Sand

Scour Remediation by Penetration Grouting

Limited Mobility Displacement Grouting for a MSE Wall Foundation

Deep Foundations in Berlin, Germany: Three Case Histories

 

 

 

 

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