Interactions of Foundation Pit on the Underlying Adjacent Existing Underground Structures

<table class="table-group" id="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr class="thead"><td class="align_left">Type</td><td class="align_center">Weight</td><td class="align_center">Deformation modulus</td><td class="align_center">Poisson ratio</td><td class="align_center">Thickness</td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left">C20</td><td class="align_center">25 kN/m<sup>3</sup></td><td class="align_center">25.3 GPa</td><td class="align_center">0.266</td><td class="align_center">0.3 m</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Calculation parameters of shotcrete.</div>

Geofluids

tab3

Table 3

Table 3: Interactions of Foundation Pit on the Underlying Adjacent Existing Underground Structures 