Effects of Spatially Varying Seismic Ground Motions and Incident Angles on Behavior of Long Tunnels

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr class="thead"><td class="align_left">Elastic modulus (kg/m<sup>3</sup>)</td><td class="align_center">Poisson’s ratio</td><td class="align_center">Unit weight (kN/m<sup>3</sup>)</td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td class="align_left">3.6<i>e</i>7</td><td class="align_center">0.2</td><td class="align_center">25.7</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Advances in Civil Engineering

tab2

Table 2

Table 2: Effects of Spatially Varying Seismic Ground Motions and Incident Angles on Behavior of Long Tunnels 