Site Monitoring and Numerical Modelling of a Trial Embankment's Behaviour on Venice Lagoon Soils

<table>Local and total displacements profile along with depth (a) near the centreline (b) at <svg height="11.1" id="M12" style="vertical-align:-0.17555pt" version="1.1" viewbox="0 0 41.512501 11.1" width="41.512501" xmlns="http://www.w3.org/2000/svg">
<g transform="matrix(1.25,0,0,-1.25,0,11.1)">
<g transform="translate(72,-63.12)">
<text transform="matrix(1,0,0,-1,-71.95,63.35)">
<tspan style="font-size: 12.50px; " x="0" y="0">𝑟</tspan>
<tspan style="font-size: 12.50px; " x="8.5645552" y="0">=</tspan>
<tspan style="font-size: 12.50px; " x="20.604944" y="0">1</tspan>
<tspan style="font-size: 12.50px; " x="26.856443" y="0">5</tspan>
</text>
</g>
</g>
</svg> m from the centreline.</table>

International Scholarly Research Notices

fig7

Figure 7

Figure 7: Site Monitoring and Numerical Modelling of a Trial Embankment's Behaviour on Venice Lagoon Soils 