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.007a.svgz" name="4971312.fig.007a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Q1: slope without reinforcement</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/amse/volume-2016/4971312/figures/4971312.fig.007b.svgz" name="4971312.fig.007b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Q2: slope supported by a 370 mm wide retaining wall constructed from geobags</td></tr><tr class="fig-image" id="c"><td><object data="https://static.hindawi.com/articles/amse/volume-2016/4971312/figures/4971312.fig.007c.svgz" name="4971312.fig.007c" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(c) </b>Q3: slope supported by a 570 mm wide geobag retaining wall</td></tr></table>

<div>Crack distributions in the slopes.</div>

Advances in Materials Science and Engineering

fig7

Figure 7

Figure 7: Model Tests on the Retaining Walls Constructed from Geobags Filled with Construction Waste 