Study on Mechanical Model for Postpeak Shear Behavior of Rock Joints Based on Degradation Characteristics of the 3D Morphology

<table class="table-group" id="tab1"><tr><td><table class="table"><tr><td class="thead-hr" colspan="7"><hr/></td></tr><tr class="thead"><td class="align_left">Material (%)</td><td class="align_center">Water</td><td class="align_center">Sand</td><td class="align_center">Silica fume</td><td class="align_center">Iron oxide red</td><td class="align_center">Water-reducing agent</td><td class="align_center">Defoamer</td></tr><tr><td class="thead-hr" colspan="7"><hr/></td></tr><tr><td class="align_left">Mass rate</td><td class="align_center">55</td><td class="align_center">100</td><td class="align_center">40</td><td class="align_center">3</td><td class="align_center">1</td><td class="align_center">0.1</td></tr><tr class="table-tr"><td colspan="7"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Mass rate of the similar materials to cement.</div>

Advances in Civil Engineering

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Table 1

Table 1: Study on Mechanical Model for Postpeak Shear Behavior of Rock Joints Based on Degradation Characteristics of the 3D Morphology 