Settlement Characteristics of Split Grouting Pile Composite Foundation in Loess Areas

<table class="table-group" id="tab7"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td class="align_left">Category</td><td class="align_center">Composite modulus method</td><td class="align_center">Stress correction method</td><td class="align_center">Test results</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">Settlement (mm)</td><td class="align_center">19.707</td><td class="align_center">24.845</td><td class="align_center">18.59</td></tr><tr><td class="align_left">Error (%)</td><td class="align_center">6.4</td><td class="align_center">33.3</td><td class="align_center">0</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Comparison of settlement calculation results.</div>

Advances in Civil Engineering

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Table 7

Table 7: Settlement Characteristics of Split Grouting Pile Composite Foundation in Loess Areas 