Construction Technology and Mechanical Properties of a Cement-Soil Mixing Pile Reinforced by Basalt Fibre

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static.hindawi.com/articles/amse/volume-2017/9736465/figures/9736465.fig.009a.svgz" name="9736465.fig.009a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Curing age 28 d, confining pressure 100 kPa</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/amse/volume-2017/9736465/figures/9736465.fig.009b.svgz" name="9736465.fig.009b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Curing age 28 d, confining pressure 200 kPa</td></tr><tr class="fig-image" id="c"><td><object data="https://static.hindawi.com/articles/amse/volume-2017/9736465/figures/9736465.fig.009c.svgz" name="9736465.fig.009c" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(c) </b>Curing age 28 d, confining pressure 300 kPa</td></tr><tr class="fig-image" id="d"><td><object data="https://static.hindawi.com/articles/amse/volume-2017/9736465/figures/9736465.fig.009d.svgz" name="9736465.fig.009d" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(d) </b>Curing age 28 d, confining pressure 400 kPa</td></tr></table>

<div>The curves of shear stress and shear strain after curing for 28 days.</div>

Advances in Materials Science and Engineering

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Figure 9

Figure 9: Construction Technology and Mechanical Properties of a Cement-Soil Mixing Pile Reinforced by Basalt Fibre 