The Construction Countermeasures of Shallow-Buried Small Spacing Tunnel Undercrossing Cultural Relic Buildings: A Case Study

<table class="table-group" id="tab1"><tr><td><table class="table"><tr><td class="thead-hr" colspan="7"><hr/></td></tr><tr class="thead"><td class="align_left">Name</td><td class="align_center">Elastic modulus (GPa)</td><td class="align_center">Poisson’s ratio</td><td class="align_center">Volumetric weight (kN/m<sup>3</sup>)</td><td class="align_center">Shear transfer coefficient of open cracks</td><td class="align_center">Shear transfer coefficient of closed cracks</td><td class="align_center">Uniaxial tensile stress (MPa)</td></tr><tr><td class="thead-hr" colspan="7"><hr/></td></tr><tr><td class="align_left">Flume structure</td><td class="align_center">20000</td><td class="align_center">0.25</td><td class="align_center">25</td><td class="align_center">0.35</td><td class="align_center">0.9</td><td class="align_center">0.75</td></tr><tr class="table-tr"><td colspan="7"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Values of calculation parameters for aqueduct structure.</div>

Advances in Civil Engineering

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Table 1

Table 1: The Construction Countermeasures of Shallow-Buried Small Spacing Tunnel Undercrossing Cultural Relic Buildings: A Case Study 