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

<table class="table-group" id="tab5"><tr><td><table class="table"><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr class="thead"><td align="left">Section 2</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">0.84</td><td align="center">1.10</td></tr><tr><td align="left">Model 2</td><td align="center">0.27</td><td align="center">0.38</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 2.

Journal of Engineering

tab5

Table 5

Table 5: Countermeasures Assessment of Liquefaction-Induced Lateral Deformation in a Slope Ground System 