Approach to Predict Land Subsidence in Old Goafs considering the Influence of Engineering Noise

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr class="thead"><td class="align_left">Mining area</td><td class="align_center">Stake</td><td class="align_center">Goaf depth (m)</td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td class="align_left">KQ1-Z</td><td class="align_center">K1645 + 946</td><td class="align_center">32</td></tr><tr><td class="align_left">KQ2-Z</td><td class="align_center">K1639 + 200</td><td class="align_center">23</td></tr><tr><td class="align_left">KQ3-Z</td><td class="align_center">K1632 + 100</td><td class="align_center">40</td></tr><tr><td class="align_left">KQ4-Z</td><td class="align_center">K1626 + 900</td><td class="align_center">51.8</td></tr><tr><td class="align_left">KQ5-Z</td><td class="align_center">K1622 + 035</td><td class="align_center">58.2</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>The stake number of the monitoring point in the middle of the mining area and the depth of the goaf.</div>

Shock and Vibration

tab2

Table 2

Table 2: Approach to Predict Land Subsidence in Old Goafs considering the Influence of Engineering Noise 