Experimental Investigation of the Propagation and Attenuation Rule of Blasting Vibration Wave Parameters Based on the Damage Accumulation Effect

<table class="table-group" id="tab1"><tr><td><table class="table"><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr class="thead"><td class="align_left">Concrete</td><td class="align_center">Water/cement ratio</td><td class="align_center">Cement (kg/m<sup>3</sup>)</td><td class="align_center">Water (kg/m<sup>3</sup>)</td><td class="align_center">Sand (kg/m<sup>3</sup>)</td><td class="align_center">Gravel (kg/m<sup>3</sup>)</td></tr><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr><td class="align_left">C40</td><td class="align_center">0.49</td><td class="align_center">479.6</td><td class="align_center">235</td><td class="align_center">691.0</td><td class="align_center">994.4</td></tr><tr class="table-tr"><td colspan="6"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Mix proportions of the studied concrete.</div>

Shock and Vibration

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Table 1

Table 1: Experimental Investigation of the Propagation and Attenuation Rule of Blasting Vibration Wave Parameters Based on the Damage Accumulation Effect 

Table 1 | Experimental Investigation of the Propagation and Attenuation Rule of Blasting Vibration Wave Parameters Based on the Damage Accumulation Effect 