Back Analysis of Geomechanical Parameters of Rock Masses Based on Seepage-Stress Coupled Analysis

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static.hindawi.com/articles/mpe/volume-2017/3012794/figures/3012794.fig.004a.svgz" name="3012794.fig.004a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Measuring point of vault settlement</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/mpe/volume-2017/3012794/figures/3012794.fig.004b.svgz" name="3012794.fig.004b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Measuring point of clearance convergence</td></tr></table>

<div>Layout of deformation monitoring points.</div>

Mathematical Problems in Engineering

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Figure 4

Figure 4: Back Analysis of Geomechanical Parameters of Rock Masses Based on Seepage-Stress Coupled Analysis 