Model Testing of Encased Stone Column Composite Foundations under Traffic Loads

<table class="table-group" id="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr class="thead"><td class="align_left">Parameters</td><td class="align_center">Value</td></tr><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr><td class="align_left">Size range</td><td class="align_center">0.5 to 20 mm</td></tr><tr><td class="align_left"><i>D</i><sub>10</sub>, <i>D</i><sub>30</sub>, and <i>D</i><sub>60</sub></td><td class="align_center">2, 7, and 15 mm</td></tr><tr><td class="align_left">Peak friction angle</td><td class="align_center">43.23°</td></tr><tr><td class="align_left">Specific gravity</td><td class="align_center">1.6</td></tr><tr><td class="align_left">Dry density</td><td class="align_center">2.52 g/cm<sup>3</sup></td></tr><tr><td class="align_left">Relative density</td><td class="align_center">67%</td></tr><tr><td class="align_left">USCS symbol</td><td class="align_center">GP</td></tr><tr class="table-tr"><td colspan="2"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Advances in Civil Engineering

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Table 3

Table 3: Model Testing of Encased Stone Column Composite Foundations under Traffic Loads 