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.006a.svgz" name="3012794.fig.006a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Pore water pressure of contour map of section K8+510/MPa</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/mpe/volume-2017/3012794/figures/3012794.fig.006b.svgz" name="3012794.fig.006b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Pore water pressure of contour map of section K8+550/MPa</td></tr></table>

<div>Contour map of pore water pressure/MPa.</div>

Mathematical Problems in Engineering

fig6

Figure 6

Figure 6: Back Analysis of Geomechanical Parameters of Rock Masses Based on Seepage-Stress Coupled Analysis 