Pore Water Pressures in Unsaturated Soils
Unsaturated soils are three-phase systems composed of solid mineral matter, water, and air. Such soils may be formed by either natural or artificial means. Except in moist environments,...

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

Size Effect on Stress-Strain Curves of Concrete

Size Effect in Shear Strength of RC Beams: Experiment, FE Analysis, and Design Formula

Ultimate Bearing Capacity of Small Diameter Steel Pipe Piles

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

Long Term Behavior of Tunnels in Chicago Clay

Shoring for Leslie Station: Design Assessment and Construction Performance

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

Pile Design in Saline Permafrost at Longyearbyen

Effect of Dissolved Solids on Freeze-Thaw Conditioning

Effect of Multiple Floating Events on a 275 cm (108-inch) Diameter Pipeline

Characteristic Piezocone Response in Piedmont Residual Soils





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