Model Tests on the Retaining Walls Constructed from Geobags Filled with Construction Waste

<table class="table-group" id="tab1"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td class="align_left">Density (g/cm<sup>3</sup>)</td><td class="align_center">Moisture content (%)</td><td class="align_center">Cohesion (kPa)</td><td class="align_center">Internal friction angle (°)</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">1.7</td><td class="align_center">15.3</td><td class="align_center">26.9</td><td class="align_center">25.9</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Physical and mechanical properties of slope soil.

Advances in Materials Science and Engineering

tab1

Table 1

Table 1: Model Tests on the Retaining Walls Constructed from Geobags Filled with Construction Waste 