Multiobjective Optimization Method for the Diversion Scheme of Lean Concrete Overtopped Cofferdam under Multiconstraint Conditions

<table class="table-group" id="tab1"><tr><td><table class="table"><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr class="thead"><td class="align_left">Item</td><td class="align_center">Excavation speed of lean cemented cofferdam foundation (m<sup>3</sup>/d)</td><td class="align_center">Pouring speed of lean cemented cofferdam (m<sup>3</sup>/d)</td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td class="align_left">Maximum</td><td class="align_center">2500</td><td class="align_center">1100</td></tr><tr><td class="align_left">Average</td><td class="align_center">2000</td><td class="align_center">1400</td></tr><tr><td class="align_left">Minimum</td><td class="align_center">1500</td><td class="align_center">1700</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Construction capacity parameter.</div>

Geofluids

tab1

Table 1

Table 1: Multiobjective Optimization Method for the Diversion Scheme of Lean Concrete Overtopped Cofferdam under Multiconstraint Conditions 