FEM Analyses for T-H-M-M Coupling Processes in Dual-Porosity Rock Mass under Stress Corrosion and Pressure Solution

<table><svg height="13.9625" id="M236" style="vertical-align:-2.21957pt" version="1.1" viewbox="0 0 49.775002 13.9625" width="49.775002" xmlns="http://www.w3.org/2000/svg">
<g transform="matrix(1.25,0,0,-1.25,0,13.9625)">
<g transform="translate(72,-60.83)">
<text transform="matrix(1,0,0,-1,-71.95,63.09)">
<tspan style="font-size: 12.50px; " x="0" y="0">|</tspan>
<tspan style="font-size: 12.50px; " x="2.5006001" y="0">𝑑</tspan>
<tspan style="font-size: 12.50px; " x="9.1521959" y="0">𝐸</tspan>
</text>
<text transform="matrix(1,0,0,-1,-53.12,68.09)">
<tspan style="font-size: 8.75px; " x="0" y="0">𝑠</tspan>
</text>
<text transform="matrix(1,0,0,-1,-48.77,63.09)">
<tspan style="font-size: 12.50px; " x="0" y="0">/</tspan>
<tspan style="font-size: 12.50px; " x="3.4758339" y="0">𝑑</tspan>
<tspan style="font-size: 12.50px; " x="10.12743" y="0">𝑡</tspan>
<tspan style="font-size: 12.50px; " x="14.040869" y="0">|</tspan>
</text>
</g>
</g>
</svg> caused by stress corrosion versus time at middle point of right margin of vitrified waste.</table>

Journal of Applied Mathematics

fig5

Figure 5

Figure 5: FEM Analyses for T-H-M-M Coupling Processes in Dual-Porosity Rock Mass under Stress Corrosion and Pressure Solution 