Optimized Drilled Shaft Design through Post-Grouting: Shorten That Shaft for Better Performance
Tip post-grouting is a technique used to inject, under pressure, a neat cement grout beneath the base of a drilled shaft. This method enhances or improves axial load-displacement performance by increasing...

Shafts/Temporary Structures
Shafts should be of a size to accommodate the equipment and pipe selected and to allow for safe working practices. If the shaft must accommodate the permanent works, it is the contractor's...

Microtunneling Operation
The shaft should provide safe working conditions and fully support the ground. Jacking and receiving shaft support system and sizes are typically determined by the contractor. See Chapter...

Project Layout
Microtunneling projects should be laid out with attention to the benefits and constraints unique to this construction process. The following recommendations address some of these concerns:...

Shaft Considerations
Jacking and receiving shaft locations should be selected to minimize the number of shafts and disruptions while not exceeding the practical limits of the drive lengths achievable for a...

On the Interpretation of Drilled Foundation Load Test Results

On the Axial Behavior of Drilled Foundations

Constructability Considerations When Designing Drilled Shaft Foundations for Bridges

New Installation Method Offers Alternative to Driven Piles, Drilled Shafts

CoreBits: Allied Organizations—Colorado Section Group Celebrates 60th Anniversary; Moore Takes Over CEO Role at ADSC; Year Two of GSI Fellowships; Anchored Earth Retention & Drilled Shaft Seminar

CoreBits: Allied Organizations — The 38th Ohio River Valley Soils Seminar (ORVSS), November 14, 2007, Louisville, KY; Anchored Earth Retention Systems November 7-9, 2007, Sheraton Grand Anaheim, CA; Drilled Shaft Foundation on Quality Assurance/Quality Control Measures, November 14, 2007, Wyndham Garden Hotel at the LaGuardia Airport, New York, NY; Free Trial of Geotimes Magazine Now Available as PDF; SAGEEP 2008, April 6-10, 2008 Philadelphia, PA.

Flexural Behavior of Drilled Shafts with Minor Flaws

Side Resistance in Piles and Drilled Shafts (The Thirty-Fourth Karl Terzaghi Lecture)

Review of Augered Pile Practice Outside the United States

Construction Practices and Defects in Drilled Shafts

Shoring Up Shaft Specifications: Collaboration for Constructibility

Deep Freeze
In engineering, overcoming a failure can sometimes be more instructive than completing a project with unqualified success. Such was the case with the collapse and repair of a force main...

Turning with the Wind
A 125-m high tower built at the site of the Glasgow Science Center in the United Kingdom required some innovative design methods. To reduce the aerodynamic effects imposed on the slender...

Great Excavations
By any definition, the scale of the underground caverns being excavated near Geneva at the particle physics center run by the Conseil Européen pour la Recherche Nucléaire (CERN)—the European...

Side Shear of Large Diameter Drilled Shafts in Weathered Geomaterials

 

 

 

 

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