On the Interpretation of Drilled Foundation Load Test Results

On the Axial Behavior of Drilled Foundations

Design of Deep Pier Foundations for Expansive Soils

Constructability Considerations When Designing Drilled Shaft Foundations for Bridges

Evaluation of Geopier Rammed Aggregate Piers by Geopier Foundation Company
Final Report
Prepared by the Highway Innovative Technology Evaluation Center (HITEC). This report describes a HITEC evaluation designed to determine the basic capabilities...

Advances in Constructibility for Drilled Foundations: Part I

Advances in Constructibility for Drilled Foundations: Part II

Design and Construction of the Pier J Breakwaters at the Port of Long Beach, California
Several different alternatives to mitigate surge activity were investigated. The most acceptable solution was a pair of new breakwaters that altered the basin geometry to change the basin...

Control of Residual Displacements of RC Piers by Prestressing

Reducing Settlement Risks in Residual Piedmont Soils Using Rammed Aggregate Pier Elements

Introduction to Evaluating Scour at Bridges

Effect of Bridge Pier Shape and Contraction Ratios on Backwater Profile

Preliminary Assessment of Local Scour Potential at Bridge Piers Founded on Rock

Scour in Erodible Rock II: Erosive Power at Bridge Piers

Pier Scour in Resistant Material: Current Research on Erosive Power

Estimation of Bridge Pier Scour Using the Erodibility Index Method

Supply of Large Woody Debris in a Channel Network

Scour and Erosion in Clay Soils

Observations on Flow Around Bridge Piers

Seepage Effects on Bridge Pier Scour





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