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

<table>Comparison of maximum kinematic pile bending amplitude between FE, BDWF, and simplified approaches in a two-layer soil (Case 12: <svg height="16.299999" id="M133" 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

fig6

Figure 6

Figure 6: Simplified Boundary Element Method for Kinematic Response of Single Piles in Two-Layer Soil 