Reduction of the Early Autogenous Shrinkage of High Strength Concrete

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static.hindawi.com/articles/amse/volume-2015/310641/figures/310641.fig.002a.svgz" name="310641.fig.002a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Moistening of fibres</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/amse/volume-2015/310641/figures/310641.fig.002b.svgz" name="310641.fig.002b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Microimage of a fibre</td></tr><tr class="fig-image" id="c"><td><object data="https://static.hindawi.com/articles/amse/volume-2015/310641/figures/310641.fig.002c.svgz" name="310641.fig.002c" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(c) </b>A furrowed fibre surface</td></tr></table>

<div>The polypropylene fibres which were added to some other concrete mixes.</div>

Advances in Materials Science and Engineering

fig2

Figure 2

Figure 2: Reduction of the Early Autogenous Shrinkage of High Strength Concrete 