Pile-Soil Stress Ratio and Settlement of Composite Foundation Bidirectionally Reinforced by Piles and Geosynthetics under Embankment Load

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr class="thead"><td class="align_left" rowspan="2">Station</td><td class="align_center" colspan="2">Settlement, <i>S</i> (cm)</td><td class="align_center" colspan="2">Pile-soil stress ratio, <i>n</i></td></tr><tr class="thead"><td class="align_center">Calculated value</td><td class="align_center">Measured value</td><td class="align_center">Calculated value</td><td class="align_center">Measured value</td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left"><i>DK</i>10 + 320</td><td class="align_center">28.8</td><td class="align_center">26.6</td><td class="align_center">4.53</td><td class="align_center">3.87</td></tr><tr><td class="align_left"><i>DK</i>10 + 336</td><td class="align_center">33.9</td><td class="align_center">32.0</td><td class="align_center">6.64</td><td class="align_center">5.82</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Results of settlement and pile-soil stress ratio.</div>

Advances in Civil Engineering

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Table 2

Table 2: Pile-Soil Stress Ratio and Settlement of Composite Foundation Bidirectionally Reinforced by Piles and Geosynthetics under Embankment Load 