Numerical and Experimental Study on End Effect of Waste-Soil Samples under Uniaxial Compression

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr class="thead"><td class="align_left">Material</td><td class="align_center">Cohesion (MPa)</td><td class="align_center">Friction angle (°)</td><td class="align_center">Normal stiffness (GPa m<sup>-1</sup>)</td><td class="align_center">Tangential stiffness (GPa m<sup>-1</sup>)</td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left">Contact surface</td><td class="align_center">0</td><td class="align_center">0-27</td><td class="align_center">0.2</td><td class="align_center">0.2</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Table of mechanical parameters of the contact surface.</div>

Geofluids

tab2

Table 2

Table 2: Numerical and Experimental Study on End Effect of Waste-Soil Samples under Uniaxial Compression 