Studying Shear Performance of Flax Fiber-Reinforced Clay by Triaxial Test

<table class="table-group" id="tab1"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td class="align_left">Natural density (g/cm<sup>3</sup>)</td><td class="align_center">Natural moisture content (%)</td><td class="align_center">Liquid limit (%)</td><td class="align_center">Plastic limit (%)</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">2.027</td><td class="align_center">21.9</td><td class="align_center">38.946</td><td class="align_center">20.4314</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Advances in Civil Engineering

tab1

Table 1

Table 1: Studying Shear Performance of Flax Fiber-Reinforced Clay by Triaxial Test 