Empirical Cost Savings Using an Internet-Based Construction Management System

Pier Scour Equations Used in China

Pier Width and Local-Scour Depth

Scour at Wide Piers Relative to Flow Depth

Determining Local Pier Scour Depths

Scour around Exposed Pile Foundations

Local Scour Near Single Piles in Steady Currents

Bridge Abutment Scour in Compound-Shaped River Channels

The Fallacy of Local Abutment Scour Equations

Determining Contraction Scour

Modification of Neill's Equation for Tidal Flow Analysis

Effect of Near-Bed Velocity Skewness on Cross Shore Sediment Transport

Effect of Long Waves on Cross-Shore Sediment Transport Rates

Estimation of Ebb-Tidal Shoal Sediment Transport Based on a Roller Inclusive Boussinesq Breaking Model

Order Amid Uncertainty (Available in Geoenvironmental special issue only)
Bayesian statistical methods allow engineers to deduce probabilities from incomplete information. If there is a theoretical or empirical reason why a particular probability distribution...

Theoretical and Empirical Implications of Increasing Block Rates
(No paper) The U.S. Army disposed chemical agents, laboratory materials, and unexploded ordnance at the O-Field landfill from before World War II until at least the 1950s. Soil, ground...

Empirically-Based Geotechnical Seismic Site Classification

Empirical Prediction of Liquefaction Induced Lateral Spreading (EPOLLS) Prediction of Permanent Ground Deformation Resulting from Lateral Spreading

Development of Empirical Fragility Curves for Bridges

Pile Load Test Program—Kwajalein Drydock





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