Maryland SHA Procedure for Estimating Scour at Bridge Abutments, Part 1 -Live Bed Scour

Modeling Spatial Variability in Pile Capacity for Reliability-Based Design

Bridge Girder Distribution Factors for Live Load

Structural Reliability of Plank Decks

Spatial and Temporal Distribution of Historical and Active Tidal Inlets: Delmarva Peninsula and New Jersey, U.S.A.

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...

Ground-Water Quality in Basins with Minimal Urban Development, Arizona
Ground-water quality data (191796) from 2,013 wells in 16 alluvial basins that have minimal urban development, were used to determine the effect of nonurban factors on ground-water quality...

Comparison of Complete Modeling/Simplified Modeling of Zaragoza City Water Supply Network
(No paper) Zaragoza is a Spanish city with 600.000 inhabitants and a water supply network of 900km long. The Council technical services uses a Microstation based GIS, GRED, for network...

Geographic Information System (GIS) Characterization of Spatially-Distributed Lifeline Damage

Effect of Dissolved Solids on Freeze-Thaw Conditioning

Measurement of the Pore Size Distribution of Geomaterials Using Conductometric Phase Transition Porosimetry

Probability Distribution of Wave and Roller Energy in the Nearshore Zone

Coastal Evolution: Modeling Fabric and Form at Successive Spatial Scales

Beach Variability Behind Detached Breakwaters

The Connection Between Public Transit and Employment: Is Bus Transit a Solution to Spatial Mismatch?

Modeling Spatial Structure: Accessibility Interactions in Metropolitan Regions in Developing Countries

Comparing Static and Dynamic Transportation Models

Hydraulic Analysis Using FESWMS-2DH of the State Route 76 and Hatchie River Crossing in Brownsville, Tennessee

Ineffective Overbank Flow in One-Dimensional Models

Travel Times in Dead-End Mains

 

 

 

 

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