Dynamic Mechanical Properties and Failure Mode of Artificial Frozen Silty Clay Subject to One-Dimensional Coupled Static and Dynamic Loads

<table class="table-group" id="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td class="align_left">Soil type</td><td class="align_center">Freezing temperature (°C)</td><td class="align_center">Strain rate (s<sup>−1</sup>)</td><td class="align_center"><i>λ</i></td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">Silty clay</td><td class="align_center">−10</td><td class="align_center">364∼399</td><td class="align_center">0.3, 0.4, 0.5, 0.6, 0.7, 0.8, 0.9, 1.0</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>SHPB test design of artificial frozen silty clay.</div>

Advances in Civil Engineering

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Table 3

Table 3: Dynamic Mechanical Properties and Failure Mode of Artificial Frozen Silty Clay Subject to One-Dimensional Coupled Static and Dynamic Loads 