Investigation on Physicomechanical Properties and Constitutive Model of Tuff in Mila Mountain Tunnel under Dry and Saturated Conditions

<table class="table-group" id="tab1"><tr><td><table class="table"><tr><td class="thead-hr" colspan="9"><hr/></td></tr><tr class="thead"><td class="align_left">Sample no.</td><td class="align_center">Quartz</td><td class="align_center">Clay minerals</td><td class="align_center">Plagioclase</td><td class="align_center">Anhydrite</td><td class="align_center">Pyrite</td><td class="align_center">Siderite</td><td class="align_center">Gypsum</td><td class="align_center">K-feldspar</td></tr><tr><td class="thead-hr" colspan="9"><hr/></td></tr><tr><td class="align_left">D-1</td><td class="align_center">60</td><td class="align_center">30</td><td class="align_center">3</td><td class="align_center">2</td><td class="align_center">2</td><td class="align_center">1</td><td class="align_center">1</td><td class="align_center">1</td></tr><tr><td class="align_left">S-1</td><td class="align_center">65</td><td class="align_center">28</td><td class="align_center">2</td><td class="align_center">1</td><td class="align_center">1</td><td class="align_center">1</td><td class="align_center">1</td><td class="align_center">1</td></tr><tr class="table-tr"><td colspan="9"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Mineralogical composition of the tested tuff samples (weight %).</div>

Advances in Civil Engineering

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Table 1

Table 1: Investigation on Physicomechanical Properties and Constitutive Model of Tuff in Mila Mountain Tunnel under Dry and Saturated Conditions 