Countermeasures Assessment of Liquefaction-Induced Lateral Deformation in a Slope Ground System

<table class="table-group" id="tab4"><tr><td><table class="table"><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr class="thead"><td align="left">Section 1</td><td align="center">T-475</td><td align="center">T-5000</td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td align="left">Model 1</td><td align="center">0.78</td><td align="center">0.62</td></tr><tr><td align="left">Model 2</td><td align="center">0.44</td><td align="center">0.28</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Comparison: longitudinal displacement of the models ratio—Section 1.

Journal of Engineering

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Table 4

Table 4: Countermeasures Assessment of Liquefaction-Induced Lateral Deformation in a Slope Ground System 