Stability Analysis of Soil Embankment Slope Reinforced with Polypropylene Fiber under Freeze-Thaw Cycles

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="7"><hr/></td></tr><tr class="thead"><td class="align_left">Properties</td><td class="align_center">Density (g/cm<sup>3</sup>)</td><td class="align_center">Breaking tensile strength (MPa)</td><td class="align_center">Modulus of elasticity (MPa)</td><td class="align_center">Elongation (%)</td><td class="align_center">Diameter (<i>μ</i>m)</td><td class="align_center">Melting point (°C)</td></tr><tr><td class="thead-hr" colspan="7"><hr/></td></tr><tr><td class="align_left">Value</td><td class="align_center">0.96</td><td class="align_center">500</td><td class="align_center">3850</td><td class="align_center">10–28</td><td class="align_center">18–48</td><td class="align_center">165</td></tr><tr class="table-tr"><td colspan="7"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Physical and mechanical parameters of polypropylene fiber.</div>

Advances in Materials Science and Engineering

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Table 2

Table 2: Stability Analysis of Soil Embankment Slope Reinforced with Polypropylene Fiber under Freeze-Thaw Cycles 