Strain Accumulation in Soft Marine Clay due to One-Way Cyclic Load with Variable Confining Pressure

<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">Test number</td><td class="align_center">CSR</td><td class="align_center"><i>C</i><sub><i>1</i></sub></td><td class="align_center"><i>C</i><sub><i>2</i></sub></td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">D01</td><td class="align_center">0.208</td><td class="align_center">6.7094</td><td class="align_center">0.0026</td></tr><tr><td class="align_left">D04</td><td class="align_center">0.278</td><td class="align_center">4.8348</td><td class="align_center">0.0058</td></tr><tr><td class="align_left">D09</td><td class="align_center">0.347</td><td class="align_center">3.7465</td><td class="align_center">0.0100</td></tr><tr><td class="align_left">D12</td><td class="align_center">0.486</td><td class="align_center">2.0861</td><td class="align_center">0.0216</td></tr><tr><td class="align_left">D16</td><td class="align_center">0.625</td><td class="align_center">1.6655</td><td class="align_center">0.0489</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Regression parameters <i>C</i><sub>1</sub> and <i>C</i><sub>2</sub> in equation (<a href="https://static.hindawi.com/articles/ace/volume-2021/6624270/figures/#EEq4" target="_blank">4</a>).</div>

Advances in Civil Engineering

tab3

Table 3

Table 3: Strain Accumulation in Soft Marine Clay due to One-Way Cyclic Load with Variable Confining Pressure 