Site Constraints Complicate a Bulkhead Replacement: It Takes a Team to Overcome the Challenges
North American Aggregates (NAA), a leading supplier of aggregates in the New York area, recently constructed a new processing facility in Perth Amboy, NJ. One of the final components of the new facility...
The investigations: The World Trade Center towers
On Aug. 21, 2002, the National Institute of Standards and Technology announced it would conduct a building and fire safety investigation of the World Trade Center disaster. This investigation was conducted...
Pipe Characteristics
Microtunneling pipe should meet the following general requirements: Circular shape with a flush outside surface (including at the joints); Strength sufficient to withstand both the installation...
Dynamic Shearing Properties Of Compacted Clay
A series of 116 Q-type triaxial compression tests was performed using specimens of Goose Lake clay compacted at water contents ranging from 9 percent dry of optimum to 3 percent on the...
Estimation of Consolidation Properties of Clay from Field Observations
Analyses to obtain theoretical time-settlement curves for embankments typically make use of soil properties measured in the laboratory on small disturbed samples subject to strain rates...
Behaviour of Open-Ended Pipe Piles in Sand During Installation and Loading
An experimental study was performed to investigate the physical processes which influence the axial load capacities of open-ended steel pipe piles in sand. A double-walled pipe pile was...
Geo-Shanghai 2014
Proceedings of the Geo-Shanghai 2014 International Conference, held in Shanghai, China, May 26-28, 2014. Sponsored by the Geo-Institute of ASCE. These...
Dynamic Response of the Hood-Canal Floating Bridge
Dynamic Response of Floating Bridge to Wave Forces
Development and Use of Force Pulse Train Generators
A Rectilinear Force Generator For Full Scale Vibration Testing
Hybrid Modelling of Seismic Structure Interaction
A Fault-Rupture Propagation Model for Ground Motion Simulation
Measurements of On-Site Dynamic Parameters for Seismic Evaluations
Calculated Examples of Long-Span Bridge Response to Wind
Wind Loading and Response of a High-Rise Building
Dynamic Interaction of Liquid Storage Tanks and Foundation Soil
Engineering Approximations for the Dynamic Behavior of Deeply Embedded Foundations
Dynamic Response of Laterally-Loaded Piles in Centrifuge
Dynamic Stability of Statically Pre-Loaded Systems
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