Experimental and Numerical Study of At-Rest Lateral Earth Pressure of Overconsolidated Sand

<table class="table-group" width="800px"><tr class="fig-image" id="a"><td><img alt="524568.fig.0010a" src="https://static.hindawi.com/articles/ace/volume-2011/524568/figures/524568.fig.0010a.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(a) </b>Top horizontal load</td></tr></table></td></tr><tr class="fig-image" id="b"><td><img alt="524568.fig.0010b" src="https://static.hindawi.com/articles/ace/volume-2011/524568/figures/524568.fig.0010b.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(b) </b>Bottom horizontal load</td></tr></table></td></tr><tr class="fig-image" id="c"><td><img alt="524568.fig.0010c" src="https://static.hindawi.com/articles/ace/volume-2011/524568/figures/524568.fig.0010c.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(c) </b>Total horizontal load</td></tr></table></td></tr></table>

<table>Predicted and measured horizontal load versus backfill height during construction stages.</table>

Advances in Civil Engineering

fig10

Figure 10

Figure 10: Experimental and Numerical Study of At-Rest Lateral Earth Pressure of Overconsolidated Sand 