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Evaluation of TR-55 on Coastal Watersheds
Results of a study of the applicability of TR-55 to coastal watersheds are presented. Historical data were used to evaluate curve number, time of concentration and unit hydrograph peak...

International Research on Mechanics of River Bank Erosion?A Summary Overview
A brief overview is presented of research regarding mechanisms of river bank erosion and treatments. In the research river planforms, water stages, currents, waves, ice sediments, bed...

Model for Determining the Optimal Rehabilitation and Replacement of Water Distribution System Pipes
K.E. Lansey and L.W. Mays developed a new methodology for the minimum cost design of new and expansion of existing water distribution systems. This methodology interfaces a nonlinear programming...

Siting the New Boston Outfall: Near-Field Considerations
This paper describes a procedure applied in near-field considerations for siting the new outfall to serve the Massachusetts Water Resources Authority's (MWRA) proposed regional...

The Tides Effects on the Dam Break Flood Wave
The accuracy of water level predictions downstream of the dam is dependent upon the breach evaluation, the correct estimation of the roughness coefficients and when the flood wave reaches...

Subsurface Conditions and Pile Installation Data: 1989 Foundation Engineering Congress Test Section

A Prediction of Deep Foundation Capacity and Settlement

Prediction of Axial Behavior of Piles

Pile Capacity Prediction Using Parameter Functions

Pile Capacity Prediction for Northwestern Pile Test Event

Prediction of Driven Pile Behavior Using Load Transfer Functions

Pile Capacity Prediction

University of Florida Pile Capacity Prediction

Estimation of Ultimate Capacity of Driven Piles and Drilled Piers

Northwestern Test Section?Pile and Pier Capacity Predictions

Predictions of Response of Piles to Axial Loading

Pile Capacity Prediction for 1989 Foundation Engineering Congress

1989 Foundation Engineering Congress Pile Capacity Prediction Event

Numerical and Analytical Methods for Deep Foundations

Pile Responses to Static Axial Loads: Predictions for the Northwestern University Site

 

 

 

 

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