Mechanical Behavior of Buried Pipelines Subjected to Faults

<table class="table-group" id="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr class="thead"><td class="align_left">Soils</td><td class="align_center"><i>φ</i> (°)</td><td class="align_center"><i>c</i> (kPa)</td><td class="align_center"><i>ρ</i> (g·cm<sup>−3</sup>)</td><td class="align_center"><i>μ</i></td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left">Clay</td><td class="align_center">7.8</td><td class="align_center">35.5</td><td class="align_center">1.88</td><td class="align_center">0.35</td></tr><tr><td class="align_left">Medium sand</td><td class="align_center">30.2</td><td class="align_center">3.4</td><td class="align_center">2.32</td><td class="align_center">0.3</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Advances in Civil Engineering

tab3

Table 3

Table 3: Mechanical Behavior of Buried Pipelines Subjected to Faults 