Stationary Dynamic Displacement Solutions for a Rectangular Load Applied within a 3D Viscoelastic Isotropic Full Space—Part II: Implementation, Validation, and Numerical Results

<table>Displacement solutions far from the origin along the <svg height="8.4250002" id="M175" style="vertical-align:-0.273pt" version="1.1" viewbox="0 0 8.5874996 8.4250002" width="8.5874996" xmlns="http://www.w3.org/2000/svg" xmlns:xlink="http://www.w3.org/1999/xlink">
<g transform="matrix(.017,-0,0,-.017,.062,8.013)"><use xlink:href="#x1D467"></use></g>
</svg> axis for the frequency <svg height="15.6875" id="M176" style="vertical-align:-3.39066pt" version="1.1" viewbox="0 0 58.537498 15.6875" width="58.537498" xmlns="http://www.w3.org/2000/svg" xmlns:xlink="http://www.w3.org/1999/xlink">
<g transform="matrix(.017,-0,0,-.017,.062,11.4)"><use xlink:href="#x1D434"></use></g>
<g transform="matrix(.012,-0,0,-.012,12.525,15.475)"><use xlink:href="#x30"></use></g>
<g transform="matrix(.017,-0,0,-.017,23.575,11.4)"><use xlink:href="#x3D"></use></g><g transform="matrix(.017,-0,0,-.017,38.262,11.4)"><use xlink:href="#x32"></use></g><g transform="matrix(.017,-0,0,-.017,46.421,11.4)"><use xlink:href="#x2E"></use></g><g transform="matrix(.017,-0,0,-.017,50.297,11.4)"><use xlink:href="#x30"></use></g>
</svg>.</table>

Mathematical Problems in Engineering

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Figure 13

Figure 13: Stationary Dynamic Displacement Solutions for a Rectangular Load Applied within a 3D Viscoelastic Isotropic Full Space—Part II: Implementation, Validation, and Numerical Results 

Figure 13 | Stationary Dynamic Displacement Solutions for a Rectangular Load Applied within a 3D Viscoelastic Isotropic Full Space—Part II: Implementation, Validation, and Numerical Results 