Stability of Close Chambers Surrounding Rock in Deep and Comprehensive Control Technology

<table class="table-group" id="tab4"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr class="thead"><td class="align_left">Chamber type</td><td class="align_center">Floor heave volume</td><td class="align_center">Roof subsidence volume</td><td class="align_center">Left side horizontal displacement</td><td class="align_center">Right side horizontal displacement</td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left">Waiting room</td><td class="align_center">124</td><td class="align_center">76</td><td class="align_center">124</td><td class="align_center">149</td></tr><tr><td class="align_left">Water pump house</td><td class="align_center">97</td><td class="align_center">111</td><td class="align_center">175</td><td class="align_center">162</td></tr><tr><td class="align_left">Substation</td><td class="align_center">106</td><td class="align_center">101</td><td class="align_center">134</td><td class="align_center">162</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Deformation of surrounding rock of the chamber after adopting the new support scheme (unit: mm).</div>

Advances in Civil Engineering

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Table 4

Table 4: Stability of Close Chambers Surrounding Rock in Deep and Comprehensive Control Technology 