Back Analysis of Geomechanical Parameters in Underground Engineering Using Artificial Bee Colony

<table class="table-group" width="800px"><tr class="fig-image" id="a"><td><img alt="693812.fig.0011a" src="https://static.hindawi.com/articles/tswj/volume-2014/693812/figures/693812.fig.0011a.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(a) </b>Stage 1</td></tr></table></td></tr><tr class="fig-image" id="b"><td><img alt="693812.fig.0011b" src="https://static.hindawi.com/articles/tswj/volume-2014/693812/figures/693812.fig.0011b.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(b) </b>Stage 2</td></tr></table></td></tr><tr class="fig-image" id="c"><td><img alt="693812.fig.0011c" src="https://static.hindawi.com/articles/tswj/volume-2014/693812/figures/693812.fig.0011c.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(c) </b>Stage 3</td></tr></table></td></tr></table>

<table>Comparison between monitored displacement and predicted displacement using identified parameters.</table>

The Scientific World Journal

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Figure 11

Figure 11: Back Analysis of Geomechanical Parameters in Underground Engineering Using Artificial Bee Colony 