Research on the Horizontal Displacement Coefficient of Soil Surrounding Pile in Layered Foundations by Considering the Soil Mass’s Longitudinal Continuity

<table>Comparison between the transfer matrix method and the Mindlin solution (unit load acting at 5 m).</table>

Mathematical Problems in Engineering

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Figure 5

Figure 5: Research on the Horizontal Displacement Coefficient of Soil Surrounding Pile in Layered Foundations by Considering the Soil Mass’s Longitudinal Continuity 

Figure 5 | Research on the Horizontal Displacement Coefficient of Soil Surrounding Pile in Layered Foundations by Considering the Soil Mass’s Longitudinal Continuity 