The Scour at Bridges Management Program in Rhode Island
The Rhode Island Department of Transportation (RIDOT) has developed and implemented a comprehensive two-phase scour susceptibility program for screening and assessment of scour at bridges....

Contraction Scour at Bridges Founded on Clay Soils
With the federally mandated bridge scour program deadline of January 1997 approaching, scour evaluations are in full progress in many states around the country. A common physical situation...

Applicability of Scour Equations in Tidal Areas
Bridge scour and waterway instability in the coastal region where waterways are subjected to tidal flow can be subjected to mass density stratification, water salinity, sedimentation (littoral...

Scour around Exposed Pile Foundations
Laboratory experiments were conducted to measure local scour around exposed pile groups for a variety of conditions including different spacings, different skew angles, different patterns...

Maryland SHA's Procedure for Assessing Existing Bridges for Scour Vulnerability and for Rating Unknown Foundations
The Maryland State Highway Administration developed a recommended screening procedure for rating existing bridges for Item 113, Scour Critical Bridges, in the National Bridge Inventory...

Dynamic Interaction Between Embedded Foundations by the Substructure Deletion Method

Effect of Soil-Structure Interaction on Structural Response

Stability of Beams in an Elastic Foundation

Rock Foundations
This manual provides technical criteria and guidance for the design of rock foundations for civil works or other similar large military structures. It provides a minimal standard to be...

Theoretical Foundations for Computer-Supported Negotiation

A Multi-Agent Architecture for Foundation Design Environments

Response of Pile Embedded in Stochastic Ground Media

Effects of Pier and Foundation Stiffness for Bridges Subjected to Nonstationary Seismic Input

Reliability Analysis for Deep-Seated Stability of Pile-Supported Structures

Hysteretic Response and Structural Reliability

Engineering Judgment in the Evolution from Deterministic to Reliability-Based Foundation Design

Probabilistic Risk Assessment for Tailings Impoundment Founded on Paleokarst

Capacity Predictions for Full Scale Transmission Line Test Foundations

Lateral Earth Pressures on Deep Braced Walls

Performance of a Passively Refrigerated Gravel Pad Foundation in Fairbanks

 

 

 

 

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