A Centrifuge Model Test of the Ground Motion Response in a Moderately Stiff Soil

<table class="table-group" id="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr class="thead"><td class="align_left">Wave input</td><td class="align_center">Input peak (g)</td><td class="align_center">Ground surface <i>F</i><sub><i>a</i></sub></td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td class="align_left">EL-1</td><td class="align_center">0.032</td><td class="align_center">1.95</td></tr><tr><td class="align_left">EL-2</td><td class="align_center">0.124</td><td class="align_center">1.99</td></tr><tr><td class="align_left">EL-3</td><td class="align_center">0.140</td><td class="align_center">1.91</td></tr><tr><td class="align_left">EL-4</td><td class="align_center">0.169</td><td class="align_center">2.19</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Ground motion amplification factor (<i>F</i><sub><i>a</i></sub>) under various test conditions.</div>

Shock and Vibration

tab3

Table 3

Table 3: A Centrifuge Model Test of the Ground Motion Response in a Moderately Stiff Soil 