Study on Creep Characteristics of Expansive Soil in High-Fill Channel of South-to-North Water Transfer Project

<table class="table-group" id="tab4"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td class="align_left">Moisture content (%)</td><td class="align_center">Dry density (g/cm<sup>3</sup>)</td><td class="align_center">Preload (kPa)</td><td class="align_center">Loading condition (kPa)</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left" rowspan="3">18</td><td class="align_center">1.52</td><td class="align_center" rowspan="3">0</td><td class="align_center" rowspan="3">50, 100, 200, 400, 800</td></tr><tr><td class="align_center">1.61</td></tr><tr><td class="align_center">1.70</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Creep test schemes with different dry densities.</div>

Advances in Civil Engineering

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Table 4

Table 4: Study on Creep Characteristics of Expansive Soil in High-Fill Channel of South-to-North Water Transfer Project 