Shield Cutting Pile-Group Implementation Effects on the Superstructure

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr class="thead"><td class="align_left">Cement (kg)</td><td class="align_center">Fly ash (kg)</td><td class="align_center">Bentonite (kg)</td><td class="align_center">Sand (kg)</td><td class="align_center">Water (kg)</td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left">170</td><td class="align_center">400</td><td class="align_center">800</td><td class="align_center">750</td><td class="align_center">450</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Synchronous grouting slurry ratio table.</div>

Advances in Civil Engineering

tab2

Table 2

Table 2: Shield Cutting Pile-Group Implementation Effects on the Superstructure 