Research on the Deformation and Control Technology of Surrounding Rock in Entry Retaining along the Gob Side

<table class="table-group" id="tab5"><tr><td><table class="table"><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr class="thead"><td class="align_left">Related indicators</td><td class="align_center">Parameters</td></tr><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr><td class="align_left">Grouting material</td><td class="align_center">Jinan reinforcement I</td></tr><tr><td class="align_left">Grouting form</td><td class="align_center">Deep and shallow hole grouting</td></tr><tr><td class="align_left">Grouting hole layout</td><td class="align_center">Three-two layout</td></tr><tr><td class="align_left">Grouting pressure</td><td class="align_center">0.7 MPa (shallow hole), 2 MPa (deep hole)</td></tr><tr><td class="align_left">Grouting time per hole</td><td class="align_center">600 s</td></tr><tr class="table-tr"><td colspan="2"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>The details of the grouting parameters.</div>

Advances in Civil Engineering

tab5

Table 5

Table 5: Research on the Deformation and Control Technology of Surrounding Rock in Entry Retaining along the Gob Side 