Structure Heave and Settlement Due to Pile Driving: A Case History
Soil-Cement Pile/Column: A System of Deep Mixing
Experiences with GeoJet Piles in Sandy Clays
The Application of Deep Mixing Pile Walls for Retaining Structures in Excavations
A Case Study of Timber Pile In-Situ Soil Reinforcement
Augered Minipiles: A Cost-Effective Foundation for Light Structures
An Underpinning Solution to a Persistent Foundation Settlement Problem
Seismic Behavior of Micropile Systems
Seismic Retrofit of Fourth Street & Riverside Viaducts with Micropiles
Artificial Neural Networks for Civil Engineers
Advanced Features and Applications
Sponsored by the Committee on Expert Systems and Artificial Intelligence of the Technical Council on Computer Practices of ASCE. This report illustrates...
150 Years of Underground Design and Construction
Hong Kong MTR Corporation Airport Railway
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...
Pile Load Test Program—Kwajalein Drydock
Seismic Design of Port of Los Angeles Berth 144 Wharf
Displacement Based Criteria for the Design of Pile Supported Wharf Structures
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