Study on Load-Bearing Characteristics of a New Pile Group Foundation for an Offshore Wind Turbine

<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 align="left" rowspan="2">Bearing capacity</td><td align="center" colspan="4">Sensitive degree</td></tr><tr class="thead"><td align="center">Higher</td><td align="center">High</td><td align="center">Middle </td><td align="center">Low</td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td align="left"><span style="width: 13.5222ptpx;"><svg height="12.4257pt" id="M17" style="vertical-align:-3.427751pt" version="1.1" viewbox="-0.0498162 -8.99795 13.5222 12.4257" width="13.5222pt" xmlns="http://www.w3.org/2000/svg" xmlns:xlink="http://www.w3.org/1999/xlink"><g transform="matrix(.0135,0,0,-0.0135,0,0)"><path d="M697 650H468L461 623L492 619C539 613 547 605 518 546C481 471 367 264 278 116H276C239 278 197 500 186 567C180 604 185 613 226 619L252 623L260 650H24L17 623C78 617 92 613 108 533L216 -11H247C365 200 515 462 560 529C616 612 624 615 689 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Influence of factors on bearing capacity for different directions.

The Scientific World Journal

tab2

Table 2

Table 2: Study on Load-Bearing Characteristics of a New Pile Group Foundation for an Offshore Wind Turbine 