Load Characteristics of Tunnel Lining in Flooded Loess Strata considering Loess Structure

<table class="table-group" id="tab6"><tr><td><table class="table"><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr class="thead"><td class="align_left">Cases</td><td class="align_center">Immersion location (shown in Figure <a href="../fig8/">8</a>)</td><td class="align_center">Infiltration horizontal width (2 × <i>Z</i><sub>2</sub>)</td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td class="align_left">Case 1</td><td class="align_center">① ④ ⑤</td><td class="align_center" rowspan="4">From 1 m to 5 m</td></tr><tr><td class="align_left">Case 2</td><td class="align_center">① ⑤</td></tr><tr><td class="align_left">Case 3</td><td class="align_center">① ② ③</td></tr><tr><td class="align_left">Case 4</td><td class="align_center">① ③</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Advances in Civil Engineering

tab6

Table 6

Table 6: Load Characteristics of Tunnel Lining in Flooded Loess Strata considering Loess Structure 