Displacement-Based Back-Analysis of the Model Parameters of the Nuozhadu High Earth-Rockfill Dam

<div class="floats-full-page floats-full-page-other"><h2>Table 2</h2><div class="floats-full-page-caption">Main E-B model parameters of main dam materials.</div><div class="floats-full-page-content"><table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr /></td></tr><tr class="thead"><td align="left">Material</td><td align="center"><span style="width: 13.3125px;"><svg height="11.175" id="M90" style="vertical-align:-0.0pt" version="1.1" viewbox="0 0 13.3125 11.175" width="13.3125" xmlns="http://www.w3.org/2000/svg" xmlns:xlink="http://www.w3.org/1999/xlink">
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</svg></span></td></tr><tr><td class="thead-hr" colspan="5"><hr /></td></tr><tr><td align="left">Rockfill I</td><td align="center"> </td><td align="center"> </td><td align="center"> </td><td align="center"> </td></tr><tr><td align="left"> Test</td><td align="center">1425</td><td align="center">540</td><td align="center">0.26</td><td align="center">0.16</td></tr><tr><td align="left"> Back 1</td><td align="center">1246</td><td align="center">411</td><td align="center">0.14</td><td align="center">0.11</td></tr><tr><td align="left">Rockfill II</td><td align="center"> </td><td align="center"> </td><td align="center"> </td><td align="center"> </td></tr><tr><td align="left"> Test</td><td align="center">1400</td><td align="center">620</td><td align="center">0.17</td><td align="center">0.05</td></tr><tr><td align="left"> Back 1</td><td align="center">1188</td><td align="center">393</td><td align="center">0.145</td><td align="center">0.043</td></tr><tr><td align="left">Gravelly clay</td><td align="center"> </td><td align="center"> </td><td align="center"> </td><td align="center"> </td></tr><tr><td align="left"> Test</td><td align="center">320</td><td align="center">210</td><td align="center">0.48</td><td align="center">0.26</td></tr><tr><td align="left"> Back 1</td><td align="center">368</td><td align="center">244</td><td align="center">0.226</td><td align="center">0.038</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr" /></td></tr></table></td></tr></table></div></div>

Table 2 | Displacement-Based Back-Analysis of the Model Parameters of the Nuozhadu High Earth-Rockfill Dam

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Table 2: Displacement-Based Back-Analysis of the Model Parameters of the Nuozhadu High Earth-Rockfill Dam

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Table 2

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