Retaining Structure Force-Deformation Analysis Model for an Ultradeep Foundation Pit

<table>Relationship between<svg height="12.4375" id="M125" style="vertical-align:-0.1638pt" version="1.1" viewbox="0 0 19.424999 12.4375" width="19.424999" xmlns="http://www.w3.org/2000/svg" xmlns:xlink="http://www.w3.org/1999/xlink">
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q-31 0 -93.5 -49t-107.5 -110q-12 -37 -17 -70q-9 -65 12 -96.5t59 -31.5q31 0 56 14q53 29 89.5 105t36.5 162z" id="x1D44F"></path></g>
</svg>and vertical consolidation pressure [<a href="/journals/mpe/2013/549491/#B21">19</a>].</table>

Mathematical Problems in Engineering

fig18

Figure 18

Figure 18: Retaining Structure Force-Deformation Analysis Model for an Ultradeep Foundation Pit 