Implementation of Eddy Viscosity Models in a Time-Domain Boussinesq Wave Model
Air-Tough: A Fully 3-Dimensional Linking of Atmosphere with Soil Using Eddy Diffusivity Concept and V-Tough
Evaluation of Cone Penetrometer Grout Backfilling
Comparison of 2D and 3D Models for Computing Shallow Water Tides in a Friction-Dominated Tidal Embayment
The friction related overtide generating mechanisms in 2D and 3D models are compared by investigating shallow water tides in the Bight of Abaco. The 2D and 3D forms of the circulation...
Investigation of an Anisotropic k-? Model
In this paper the eddy viscosity hypothesis is abandoned and explicit expressions of Reynolds stress are deduced directly from the transport equations. Anisotropic k and ? equations are...
Determining Bituminous Pavement Shear Modulus
The Effect of Viscosity on Seismic Fluid Structure Interaction
Limitations of Reduced Scale Testing on Parshall Flumes
A model for the boundary layer development in the entrance section of a Parshall flume is developed to account for the effects of fluid viscosity on flume calibration equations. Data for...
Effects of Viscosity on Migration of Spills of Hazardous Liquids
Properties of Cement Grouts and Grouted Sands with Additives
Effects of Mixing on Rheological Properties of Microfine Cement Grout
Rheological Properties of Microfine Cement Grouts with Additives
Time-Viscosity Relationships of Newtonian and Binghamian Grouts
Microfine Cement/Sodium Silicate Grout
Engineering Properties of Acrylate Polymer Grout
The Remote Monitoring of Waste Glass Melter Product
Nonlinear Behavior of Thin Slender Free Surface Non-Newtonian Elliptical Rings
This paper analyzes the nonlinear motion of a slender concentric thin elliptical ring of an incompressible, non-Newtonian fluid. This study includes the physical effects of surface tension,...
Pressure Losses Across Sequential Stenoses in Collapsible Tubing
The fluid dynamics of a model of a diseased artery with multiple stenoses were investigated in a recirculating steady-flow system over a range of Reynolds numbers (Re) from 30 to 1100....
An Elastoviscoplastic Model for High Strength Concrete
An elastoviscoplastic model of overstress type is proposed for high-strength concrete in this study. With its viscosity parameters determined with experimental data from the split-Hopkinson-pressure-bar...
A Semi-Implicit Finite Difference Model for Three-Dimensional Tidal Circulation
A semi-implicit finite difference formulation for the numerical solution of three-dimensional tidal circulation is presented. The governing equations are the three-dimensional Reynolds...
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