Limited Mobility Displacement Grouting for a MSE Wall Foundation

Deep Foundations in Berlin, Germany: Three Case Histories

Design Conditions and Analysis Methods for Soil-Cement Buttresses in Fort Point Channel

Experiences with GeoJet Piles in Sandy Clays

Augered Minipiles: A Cost-Effective Foundation for Light Structures

An Underpinning Solution to a Persistent Foundation Settlement Problem

150 Years of Underground Design and Construction

Inspecting the Unknown (Available in Geo-Environmental Special Issue Only)
Unknown foundations have plagued civil engineers for years. In the case of underwater pilings, much time and money is spent inspecting for cracks, breaks or deterioration. Even then, visibility...

The Deep (Available in Geo-Environmental Special Issue only)
Despite a mere 1,500 ft separation, Baltimore's Oriole Park at Camden Yards and Ravens Stadium required vastly different deep foundation solutions. While Oriole Park is founded...

Rebuilding History
Deterioration of the second-oldest multiple-arch masonry viaduct in the country—in Canton, Mass.—threatened its ability to continue carrying Amtrak's Northeast Corridor trains,...

Geosynthetics in Foundation Reinforcement and Erosion Control Systems
The variety and number of applications of geosynthetics in goetechnical engineering continues to grow rapidly. This proceedings focuses on two specific applications: soil reinforcement...

Shake, Rattle and Hold (Available in Structural Engineering Special Issue Only)
In-situ lateral load tests of two bridge bents were conducted on Interstate 15 in Salt Lake City, Utah, to determine the strength and ductility of an existing concrete bridge and the improvements...

Foundation Selection for Pier 300 Terminal in the Port of Los Angeles

Underwater Cracking of Prestressed Concrete Piles

CUFAD+: Foundation Design with Knowledge-Based Input Data Advisors

Contributions of Earthquake Reconnaissance to Improved Understanding of Foundation Engineering

Torsion in Earthquake Excited Structures

Seismic Susceptibility Study of the St. Johns Bridge

An Innovative Approach of Replacing Wood Pole H-Frame River Crossing Structures

New Design of 25 kV Pinned Base Lattice Structures for Substations

 

 

 

 

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