Research on Dynamic Stability Optimization of Rock Spreader considering Prevention of Geological Subsidence and Local Collapse in Reclamation Area

<table class="table-group" id="tab12"><tr><td><table class="table"><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr class="thead"><td class="align_left">Parameter name</td><td class="align_center">Maximum deflection deformation (mm)</td><td class="align_center">Maximum stress (MPa)</td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td class="align_left">The upper position</td><td class="align_center">57.72</td><td class="align_center">218.41</td></tr><tr><td class="align_left">The horizontal position</td><td class="align_center">56.26</td><td class="align_center">215.63</td></tr><tr><td class="align_left">The lower position</td><td class="align_center">56.30</td><td class="align_center">204.49</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Maximum deformation and stress values of rock spreader at different working positions.</div>

Advances in Civil Engineering

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Table 12

Table 12: Research on Dynamic Stability Optimization of Rock Spreader considering Prevention of Geological Subsidence and Local Collapse in Reclamation Area 

Table 12 | Research on Dynamic Stability Optimization of Rock Spreader considering Prevention of Geological Subsidence and Local Collapse in Reclamation Area 