The Use of Shape Accel Array for Deformation Monitoring and Parameter Inversion of a 300 m Ultrahigh Rockfill Dam

<table class="table-group" id="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr class="thead"><td class="align_left"> </td><td class="align_center">SAA</td><td class="align_center">Hydraulic overflow settlement gauges</td><td class="align_center">Electromagnetic settlement gauge</td><td class="align_center">Sum</td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left">Core wall</td><td class="align_center">21</td><td class="align_center">0</td><td class="align_center">9</td><td class="align_center">30</td></tr><tr><td class="align_left">Rockfill area I</td><td class="align_center">9</td><td class="align_center">4</td><td class="align_center">3</td><td class="align_center">18</td></tr><tr><td class="align_left">Rockfill area II</td><td class="align_center">0</td><td class="align_center">0</td><td class="align_center">6</td><td class="align_center">6</td></tr><tr><td class="align_left">Rockfill area III</td><td class="align_center">0</td><td class="align_center">12</td><td class="align_center">0</td><td class="align_center">12</td></tr><tr><td class="align_left">Sum</td><td class="align_center">30</td><td class="align_center">16</td><td class="align_center">18</td><td class="align_center">66</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Number of inversion monitoring points selected in each material partition and monitoring instrument.</div>

Structural Control and Health Monitoring

tab3

Table 3

Table 3: The Use of Shape Accel Array for Deformation Monitoring and Parameter Inversion of a 300 m Ultrahigh Rockfill Dam 