Rheological Properties of Argillaceous Intercalation under the Combination of Static and Intermittent Dynamic Shear Loads

<table class="table-group" id="tab1"><tr><td><table class="table"><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr class="thead"><td class="align_left">Parameters</td><td class="align_center">Values</td></tr><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr><td class="align_left">Density</td><td class="align_center">1.85 g/cm<sup>3</sup></td></tr><tr><td class="align_left">Void ratio</td><td class="align_center">0.82</td></tr><tr><td class="align_left">Moisture content</td><td class="align_center">24.8%</td></tr><tr><td class="align_left">Saturation</td><td class="align_center">81.9%</td></tr><tr><td class="align_left">Cohesive force</td><td class="align_center">5.0 kPa</td></tr><tr><td class="align_left">Friction angle</td><td class="align_center">14°</td></tr><tr class="table-tr"><td colspan="2"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Parameters of the soil specimens.</div>

Shock and Vibration

tab1

Table 1

Table 1: Rheological Properties of Argillaceous Intercalation under the Combination of Static and Intermittent Dynamic Shear Loads 