Model Test on Bearing Characteristics of Basalt Fiber-Reinforced Concrete Lining

<table class="table-group" id="tab6"><tr><td><table class="table"><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr class="thead"><td class="align_left">Material</td><td class="align_center">Modulus of elasticity (MPa)</td><td class="align_center">Poisson’s ratio</td><td class="align_center">Weight (kN·m<sup>−3</sup>)</td><td class="align_center">Cohesion (kPa)</td><td class="align_center">Friction angle (°)</td></tr><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr><td class="align_left">Surrounding rock (prototype)</td><td class="align_center">1210</td><td class="align_center">0.41</td><td class="align_center">18</td><td class="align_center">120</td><td class="align_center">23</td></tr><tr><td class="align_left">Similar materials of surrounding rock</td><td class="align_center">58.5</td><td class="align_center">0.42</td><td class="align_center">18.5</td><td class="align_center">6.1</td><td class="align_center">25</td></tr><tr class="table-tr"><td colspan="6"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Physicomechanical parameters of surrounding rock similar material.</div>

Advances in Materials Science and Engineering

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Table 6

Table 6: Model Test on Bearing Characteristics of Basalt Fiber-Reinforced Concrete Lining 