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

<table class="table-group" id="tab1"><tr><td><table class="table"><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr><td class="align_left">Density (g/cm<sup>3</sup>)</td><td class="align_center">2.0</td></tr><tr><td class="align_center" colspan="2"><hr/></td></tr><tr><td class="align_left">Moisture content</td><td class="align_center">15%</td></tr><tr><td class="align_left">Void ratio</td><td class="align_center">0.48</td></tr><tr><td class="align_left">Plastic limit</td><td class="align_center">12%</td></tr><tr><td class="align_left">Liquid limit</td><td class="align_center">44%</td></tr><tr><td class="align_left">Specific gravity</td><td class="align_center">2.6</td></tr><tr><td class="align_left">Cohesion (kPa)</td><td class="align_center">23.0</td></tr><tr><td class="align_left">Fiction angle (°)</td><td class="align_center">25.6</td></tr><tr class="table-tr"><td colspan="2"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Basic properties of the tested soil.</div>

Shock and Vibration

tab1

Table 1

Table 1: A Centrifuge Model Test of the Ground Motion Response in a Moderately Stiff Soil 