Determining the True Distributions of Load in Instrumented Piles

Characterization of Particle Class Sizes Associated with Indicator Organisms in Stormwater
The presence of pathogen indicators is the leading cause of water body impairment in the United States, accounting for over 15% of the waters currently requiring TMDL development (USEPA,...

Laboratory Modeling of Vibro-Driven Piles

Application of TOPNET in the Distributed Model Intercomparison Project (DMIP)
This paper describes the application of a networked version of TOPMODEL, TOPNET, as part of the Distributed Model Intercomparison Project, DMIP. The model implementation is based on a...

Impact of Chemically-Induced Clay Transport and Deposition on the Hydraulic Conductivity of a Natural Sand
The purpose of this paper is to understand in part the dynamic impact of surfactants on hydraulic conductivity for designing enhanced pump and treat operations. This paper has two aims:...

Entire Load-Displacement Characteristics for Direct Shear Failure of Concrete

Predicting Droughts for the South Platte River System
In this paper we apply probability theory and stochastic processes to determine drought properties, particularly drought duration. Spccilicslly, we model the sequences of wet and dry years...

Design Live Loads for Parking Garages
The objective of this research project is to obtain a better understanding of parking garage live loads and to recommend an appropriate value for design. A load survey was conducted in...

Bridge Girder Distribution Factors for Live Load

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

Effect of Dissolved Solids on Freeze-Thaw Conditioning

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

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

Structural Reliability of Plank Decks

A Distributed Approach to Network-Wide Traffic Control Management

Wave Crest Distributions: Observations and Second Order Theory

Probability Distribution of Wave and Roller Energy in the Nearshore Zone

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

 

 

 

 

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