Nondestructive Testing for Quality Control and Length Determination of Deep Foundations for Bridges

Bridge Foundation Stiffness Identification Using Static Field Measurements

Bridge Foundation Stiffness Identification Using Dynamic Field Measurements

Integrating Nondestructive Evaluation Tools for Timber Inspection

A History of Deep Foundations in New York City, Could We Build It Now?

High Capacity Micropiles: Basic Principles and Case Histories

Replacing a Bridge Adjacent to a Deep-Seated Sinkhole in Glacial Deposits

Excavations in San Francisco Bay Mud: Design for Deformation Control

Toe Penetration Requirements for Tieback Walls

Design and Performance of Deep Piled Circular Cofferdam

Performance of Multiple Retention Systems during Cut and Cover Tunnel Construction

Shoring for Leslie Station: Design Assessment and Construction Performance

Automatic Real-Time Coastal Bridge Scour Measurements

Analysis, Design, Construction, and Testing of Deep Foundations
This proceedings, Analysis, Design, Construction, and Testing of Deep Foundations, consists of papers presented at the OTRC `99 Conference...

Urban Runoff Toxicity
Toxicity is controlled by the magnitude/concentration of the contaminant produced in an exposure, the duration of the exposure, and the frequency with which exposures are repeated. When...

Sizing Up Seismic Bearings
Today in the U.S., there are two general technologies available to protect new and existing bridges from the damaging effects of earthquakes. One type, seismic isolation bearings, provide...

Keeping a Low Profile
The Admiral Clarey Bridge in Pearl Harbor, Hawaii, combines fixed and floating bridge elements to span more than 4,500 ft (1,372 m) while hovering just above the harbor waters. The bridge,...

Catch the Wind
Wind turbines can now produce energy that is cost-competitive with other, more conventional power generation methods. The increased efficiency is due in part to the turbines'...

Bridge Seismic Retrofits in Seattle

Pavement Damage Due to Liquefaction

 

 

 

 

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