Experimental Investigation of an Existing RCP Rehabilitated with a Grouted Corrugated Steel Pipe

<figure class="figure-group responsive"><div class="sub-figure" id="a"><object data="https://static.hindawi.com/articles/mpe/volume-2019/7676359/figures/7676359.fig.006a.svgz" name="7676359.fig.006a" type="image/svg+xml"></object><div class="fig-label">(a) At the crown and invert</div></div><div class="sub-figure" id="b"><object data="https://static.hindawi.com/articles/mpe/volume-2019/7676359/figures/7676359.fig.006b.svgz" name="7676359.fig.006b" type="image/svg+xml"></object><div class="fig-label">(b) At the springlines</div></div></figure>

<p>Strain distribution along the height of the section (unit: 10<sup>−6</sup>).</p>

Mathematical Problems in Engineering

fig6

Figure 6

Figure 6: Experimental Investigation of an Existing RCP Rehabilitated with a Grouted Corrugated Steel Pipe 