The Deformation Characteristics of Weak Foundation with High Back Siltation in the Immersed Tunnel

<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">Test condition</td><td class="align_center">Test index</td></tr><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr><td class="align_left">Standard working condition</td><td class="align_center">① Foundation stress; ② foundation settlement; ③ foundation rebound deformation; ④ characteristics of pressure change at the bottom of the cushion; ⑤ immersed tunnel strain</td></tr><tr><td class="align_left">Special working condition</td><td class="align_center">① Foundation stress; ② foundation settlement; ③ foundation rebound deformation; ④ immersed tunnel strain; ⑤ effect of cushion</td></tr><tr class="table-tr"><td colspan="2"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Advances in Materials Science and Engineering

tab2

Table 2

Table 2: The Deformation Characteristics of Weak Foundation with High Back Siltation in the Immersed Tunnel 