Laboratory Model Test on Improving the Properties of Soft Clay by Electrokinetics

<table>Axial load capacity, <svg height="14.575" id="M46" style="vertical-align:-3.2316pt" version="1.1" viewbox="0 0 18.0375 14.575" width="18.0375" xmlns="http://www.w3.org/2000/svg">
<g transform="matrix(1.25,0,0,-1.25,0,14.575)">
<g transform="translate(72,-60.34)">
<text transform="matrix(1,0,0,-1,-71.95,63.61)">
<tspan style="font-size: 12.50px; " x="0" y="0">𝑄</tspan>
</text>
<text transform="matrix(1,0,0,-1,-62.19,60.48)">
<tspan style="font-size: 8.75px; " x="0" y="0">𝑐</tspan>
</text>
</g>
</g>
</svg>, versus vertical displacement of the foundation model—test series 2.</table>

International Scholarly Research Notices

fig10

Figure 10

Figure 10: Laboratory Model Test on Improving the Properties of Soft Clay by Electrokinetics 