<i>H</i>-<i>M</i> Bearing Capacity of Cone-Shaped Foundation for Onshore Wind Turbine under Monotonic Horizontal Loading

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td class="align_left">Loading eccentricity (<i>M</i>/<i>HD</i><sub>1</sub>)</td><td class="align_center"><i>H</i><sub>ult</sub> (CSF)</td><td class="align_center"><i>H</i><sub>ult</sub> (CF)</td><td class="align_center">Increment ratio of CSF to CF (%)</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">5.0</td><td class="align_center">4.12445</td><td class="align_center">3.01675</td><td class="align_center">36.7</td></tr><tr><td class="align_left">6.0</td><td class="align_center">3.84000</td><td class="align_center">2.49436</td><td class="align_center">53.9</td></tr><tr><td class="align_left">7.0</td><td class="align_center">2.74325</td><td class="align_center">1.93094</td><td class="align_center">42.1</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Ultimate bearing capacity for the CSF model and CF model under various loading eccentricities.</div>

Advances in Materials Science and Engineering

tab2

Table 2

Table 2: <i>H</i>-<i>M</i> Bearing Capacity of Cone-Shaped Foundation for Onshore Wind Turbine under Monotonic Horizontal Loading 

Advances in Materials Science and Engineering

H-M Bearing Capacity of Cone-Shaped Foundation for Onshore Wind Turbine under Monotonic Horizontal Loading

Table 2