Fiber Bragg Grating-Based Performance Monitoring of Piles Fiber in a Geotechnical Centrifugal Model Test

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static.hindawi.com/articles/amse/volume-2014/659276/figures/659276.fig.0010a.svgz" name="659276.fig.0010a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>The completion of pipe pile construction</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/amse/volume-2014/659276/figures/659276.fig.0010b.svgz" name="659276.fig.0010b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>The completion of subgrade filling</td></tr><tr class="fig-image" id="c"><td><object data="https://static.hindawi.com/articles/amse/volume-2014/659276/figures/659276.fig.0010c.svgz" name="659276.fig.0010c" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(c) </b>1 year after construction</td></tr></table>

<div>Skin friction distributions along the pile depth.</div>

Advances in Materials Science and Engineering

fig10

Figure 10

Figure 10: Fiber Bragg Grating-Based Performance Monitoring of Piles Fiber in a Geotechnical Centrifugal Model Test 