Experimental and Numerical Study on Mechanical Properties and Deformation Behavior of Beishan Granite considering Heterogeneity

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td class="align_left">Sample no.</td><td class="align_center">Peak strength (MPa)</td><td class="align_center">Young’s modulus (GPa)</td><td class="align_center">Poisson’s ratio</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">UCT-1</td><td class="align_center">160.5</td><td class="align_center">30.1</td><td class="align_center">0.123</td></tr><tr><td class="align_left">UCT-2</td><td class="align_center">163.1</td><td class="align_center">27.7</td><td class="align_center">0.123</td></tr><tr><td class="align_left">UCT-3</td><td class="align_center">165.2</td><td class="align_center">27.9</td><td class="align_center">0.120</td></tr><tr><td class="align_left">Average</td><td class="align_center">162.9</td><td class="align_center">28.6</td><td class="align_center">0.122</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Uniaxial compressive test results of Beishan granite samples.</div>

Advances in Civil Engineering

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Table 2

Table 2: Experimental and Numerical Study on Mechanical Properties and Deformation Behavior of Beishan Granite considering Heterogeneity 