Pasternak Model-Based Tunnel Segment Uplift Model of Subway Shield Tunnel during Construction

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr class="thead"><td class="align_left">Parameters</td><td class="align_center">Values</td></tr><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr><td class="align_left">External diameter of tunnel, <i>D</i></td><td class="align_center">6200 mm</td></tr><tr><td class="align_left">Thickness of segment, <i>t</i></td><td class="align_center">350 mm</td></tr><tr><td class="align_left">Width of segment, <i>L</i></td><td class="align_center">1200 mm</td></tr><tr><td class="align_left">Connecting format of segments</td><td class="align_center">M30 (16 in circular seam, 12 in longitudinal joint)</td></tr><tr><td class="align_left">Strength of concrete</td><td class="align_center">C50</td></tr><tr class="table-tr"><td colspan="2"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>The design parameters of segments.</div>

Advances in Civil Engineering

tab2

Table 2

Table 2: Pasternak Model-Based Tunnel Segment Uplift Model of Subway Shield Tunnel during Construction 