A Practical Swelling Constitutive Model of Anhydrite and Its Application on Tunnel Engineering

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="10"><hr/></td></tr><tr class="thead"><td class="align_left">No</td><td class="align_center">1</td><td class="align_center">2</td><td class="align_center">3</td><td class="align_center">4</td><td class="align_center">5</td><td class="align_center">6</td><td class="align_center">7</td><td class="align_center">8</td><td class="align_center">9</td></tr><tr><td class="thead-hr" colspan="10"><hr/></td></tr><tr><td class="align_left">Swelling time (days)</td><td class="align_center">7</td><td class="align_center">14</td><td class="align_center">21</td><td class="align_center">35</td><td class="align_center">49</td><td class="align_center">63</td><td class="align_center">77</td><td class="align_center">98</td><td class="align_center">119</td></tr><tr class="table-tr"><td colspan="10"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>The swelling time of each sample.</div>

Advances in Materials Science and Engineering

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Table 2

Table 2: A Practical Swelling Constitutive Model of Anhydrite and Its Application on Tunnel Engineering 