Simplified Boundary Element Method for Kinematic Response of Single Piles in Two-Layer Soil

<table class="table-group" width="800px"><tr class="fig-image" id="a"><td><img alt="241482.fig.007a" src="https://static.hindawi.com/articles/jam/volume-2013/241482/figures/241482.fig.007a.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(a) </b>Amplitude of pile-top deflection</td></tr></table></td></tr><tr class="fig-image" id="b"><td><img alt="241482.fig.007b" src="https://static.hindawi.com/articles/jam/volume-2013/241482/figures/241482.fig.007b.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(b) </b>Pile-head to ground-surface displacements</td></tr></table></td></tr></table>

<table>Normalized kinematic response of pile head to excitation among FE, BDWF, and simplified methods in a two-layer soil (Case 12: <svg height="16.299999" id="M144" style="vertical-align:-3.3907pt" version="1.1" viewbox="0 0 92.974998 16.299999" width="92.974998" xmlns="http://www.w3.org/2000/svg" xmlns:xlink="http://www.w3.org/1999/xlink">
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Journal of Applied Mathematics

fig7

Figure 7

Figure 7: Simplified Boundary Element Method for Kinematic Response of Single Piles in Two-Layer Soil 