Investigation of Influencing Factors on the Deformation of Sheet Pile Wall with a Relieving Platform

<div>The variation curve of the deformation of rib pillars with the wall body at the external load: (a) <i>h</i> = 1.2 m (<i>p</i> = 10 kPa) and (b) <i>h</i> = 1.2 m (<i>p</i> = 50 kPa).</div>

Advances in Materials Science and Engineering

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Figure 12

Figure 12: Investigation of Influencing Factors on the Deformation of Sheet Pile Wall with a Relieving Platform 