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

<table class="table-group" id="tab5"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td class="align_left">Name</td><td class="align_center">Q2</td><td class="align_center">Q4</td><td class="align_center">Q5</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">Ultimate load that the slope top could bear (kPa)</td><td class="align_center">45</td><td class="align_center">36</td><td class="align_center">51</td></tr><tr><td class="align_left">Greatest horizontal wall displacement under a load of 36 kPa (mm)</td><td class="align_center">3.51</td><td class="align_center">5.67</td><td class="align_center">3.15</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Comparison of slopes in different cases with a retaining wall width of 370 mm.

Advances in Materials Science and Engineering

tab5

Table 5

Table 5: Model Tests on the Retaining Walls Constructed from Geobags Filled with Construction Waste 