Technical Advances of Temporary Facilities for the Failure Prevention of Large-Span Cantilever Casting Construction of Mountainous Concrete Box-Type Arch Bridges

<table class="table-group" id="tab4"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td class="align_left">Item</td><td class="align_center">Density (kN/m<sup>3</sup>)</td><td class="align_center">Moment of inertia (10<sup>3</sup> MPa)</td><td class="align_center">Poisson ratio</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">Concrete (C60)</td><td class="align_center">2500</td><td class="align_center">36.0</td><td class="align_center">0.22</td></tr><tr><td class="align_left">Steel strand</td><td class="align_center">7800</td><td class="align_center">195.0</td><td class="align_center">0.30</td></tr><tr><td class="align_left">Steel</td><td class="align_center">7800</td><td class="align_center">200.0</td><td class="align_center">0.30</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Advances in Civil Engineering

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Table 4

Table 4: Technical Advances of Temporary Facilities for the Failure Prevention of Large-Span Cantilever Casting Construction of Mountainous Concrete Box-Type Arch Bridges 

Table 4 | Technical Advances of Temporary Facilities for the Failure Prevention of Large-Span Cantilever Casting Construction of Mountainous Concrete Box-Type Arch Bridges 