Investigating the Effect of Preimpact Energy Dissipation on Coefficient of Restitution regarding the Slope-Boulder Interaction

<table class="table-group" id="tab1"><tr><td><table class="table"><tr><td class="thead-hr" colspan="7"><hr/></td></tr><tr class="thead"><td class="align_left">The number</td><td class="align_center">Diameter (cm)</td><td class="align_center">Sphericity</td><td class="align_center">Density (kg/m<sup>3</sup>)</td><td class="align_center">Compressive strength (MPa)</td><td class="align_center">Poisson’s ratio</td><td class="align_center">Elastic modulus (GPa)</td></tr><tr><td class="thead-hr" colspan="7"><hr/></td></tr><tr><td class="align_left">5</td><td class="align_center">6.021 ± 0.023</td><td class="align_center">0.9999</td><td class="align_center">2.5 × 10<sup>3</sup></td><td class="align_center">34.7</td><td class="align_center">0.24</td><td class="align_center">19.6</td></tr><tr><td class="align_left">8</td><td class="align_center">9.876 ± 0.018</td><td class="align_center">1.0000</td><td class="align_center">2.5 × 10<sup>3</sup></td><td class="align_center">34.6</td><td class="align_center">0.25</td><td class="align_center">19.5</td></tr><tr><td class="align_left">4</td><td class="align_center">13.862 ± 0.0483</td><td class="align_center">1.0000</td><td class="align_center">2.5 × 10<sup>3</sup></td><td class="align_center">34.8</td><td class="align_center">0.26</td><td class="align_center">19.4</td></tr><tr class="table-tr"><td colspan="7"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Basic geometric characteristics of spherical samples.</div>

Advances in Civil Engineering

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Table 1

Table 1: Investigating the Effect of Preimpact Energy Dissipation on Coefficient of Restitution regarding the Slope-Boulder Interaction 