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

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static.hindawi.com/articles/amse/volume-2016/4971312/figures/4971312.fig.0013a.svgz" name="4971312.fig.0013a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Q4: slope with a slope ratio of 1 : 0.25 supported by geobags</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/amse/volume-2016/4971312/figures/4971312.fig.0013b.svgz" name="4971312.fig.0013b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Q5: slope with a slope ratio of 1 : 0.75 supported by geobags</td></tr></table>

<div>Crack distributions in the slopes with different slope ratios.</div>

Advances in Materials Science and Engineering

fig13

Figure 13

Figure 13: Model Tests on the Retaining Walls Constructed from Geobags Filled with Construction Waste 