Parameter Sensitivity and Inversion Analysis for a Concrete Face Rockfill Dam Based on CS-BPNN

<table class="table-group" id="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="7"><hr/></td></tr><tr><td class="align_left">Gauging points</td><td class="align_center">LD1-1</td><td class="align_center">LD2-1</td><td class="align_center">LD3-1</td><td class="align_center">LD4-1</td><td class="align_center">LD5-1</td><td class="align_center">LD6-1</td></tr><tr><td class="align_left" colspan="7"><hr/></td></tr><tr><td class="align_left">Settlements (mm)</td><td class="align_center">1.00</td><td class="align_center">14.32</td><td class="align_center">29.34</td><td class="align_center">38.41</td><td class="align_center">31.29</td><td class="align_center">13.73</td></tr><tr class="table-tr"><td colspan="7"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Measured settlements of gauging points LD1-1 to LD6-1.</div>

Advances in Civil Engineering

tab3

Table 3

Table 3: Parameter Sensitivity and Inversion Analysis for a Concrete Face Rockfill Dam Based on CS-BPNN 