West Dock Causeway Bridge Piers
Iron(II) Amine Complex Soil Stabilization
Uncertainty in the Geologic Environment
from Theory to Practice
The state-of-the-art is presented with respect to analytical and design methods incorporating uncertainty in the geologic environment. Particular emphasis is placed on practical applications...
Rethinking Foundation Design in Karst Residuum
The Effects of Construction Joint in Mass Concrete
Singapore Showcase
A new bridge in Singapore has a unique pylon design and no piers. The deck hangs from the pylon supported by three back stays. The 100 m overpass bridge was designed for the Singapore...
The Taller the Deeper (Available only in the Geo/Environmental Special Issue)
While debate rages on about which structure holds the title of the world's tallest building, there is no dispute over which building has the deepest foundation. At 130 m below...
Design of Sheet Pile Walls
Technical Engineering and Design Guides, as adapted from the U.S. Army Corps of Engineers, No. 15 From foundation exploration and testing procedures...
Prediction and Performance of Municipal Landfill Slope
Touchdown for O-Cell Test
The Los Angeles Memorial Coliseum was badly damaged by the Northridge earthquake. There was seven months to complete 3 years of work to be ready in time for football season. The project...
Earthworks and Foundation Treatment at Delta Port Container Terminal, Vancouver, B.C.
Elasto-Plastic Response of Deep Foundations and Soil for Ship Impact Loading; Apalachicola River Bridge, Florida
A New Method for Soil-Structure Interaction Analysis of Wharves on Pile Foundations, Port of Los Angeles
The Yangpu Bridge: A World Record Cable-Stayed Bridge
Life Extension of Transmission Lines at Ontario Hydro
The Problem with Foundation Design for AASHTO Seismic Performance Category B
Dynamic Testing of Pile Foundations During Construction
Design of Deep Pile Caps Using Strut-and-Tie Models
The Science of Water
The Foundation of Modern Hydraulics
Experimental Modeling of Pile Group in Clayey Soil
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