Research on Static Triaxial Mechanical Properties of New CementSoil Reinforced with Polypropylene Fiber

<table class="table-group" width="800px"><tr class="fig-image" id="a"><td><object data="https://static-preview.hindawi.com/articles/amse/volume-2014/532327/figures/532327.fig.006a.svgz" name="532327.fig.006a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Confining pressure of 100 kPa</td></tr><tr class="fig-image" id="b"><td><object data="https://static-preview.hindawi.com/articles/amse/volume-2014/532327/figures/532327.fig.006b.svgz" name="532327.fig.006b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Confining pressure of 200 kPa</td></tr><tr class="fig-image" id="c"><td><object data="https://static-preview.hindawi.com/articles/amse/volume-2014/532327/figures/532327.fig.006c.svgz" name="532327.fig.006c" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(c) </b>Confining pressure of 300 kPa</td></tr></table>

<div>The limit deviatoric stress change with dosage under different confining pressure.</div>

Advances in Materials Science and Engineering

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Figure 6

Figure 6: Research on Static Triaxial Mechanical Properties of New CementSoil Reinforced with Polypropylene Fiber 