Modification of Vertical Earth Pressure Formulas for High Fill Cut-and-Cover Tunnels Using Experimental and Numerical Methods

<table class="fixed-width table-group" id="tab3"><tr><td><table class="table"><colgroup><col style="width:3.19em"/><col style="width:9.50em"/></colgroup><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr class="thead"><td class="align_left">Case</td><td class="align_center">Cross-Section Shape</td></tr><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr><td class="align_left">S1</td><td class="align_center">Rectangle</td></tr><tr><td class="align_left">S2</td><td class="align_center">Arch</td></tr><tr class="table-tr"><td colspan="2"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Mathematical Problems in Engineering

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Table 3

Table 3: Modification of Vertical Earth Pressure Formulas for High Fill Cut-and-Cover Tunnels Using Experimental and Numerical Methods 