Bearing Capacity Estimation of Bridge Piles Using the Impulse Transient Response Method

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static.hindawi.com/articles/sv/volume-2016/4187026/figures/4187026.fig.003a.svgz" name="4187026.fig.003a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Near Pier number D8-37</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/sv/volume-2016/4187026/figures/4187026.fig.003b.svgz" name="4187026.fig.003b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Near Pier number H1-A5</td></tr></table>

<div>Typical soil samples from core drilling.</div>

Shock and Vibration

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Figure 3

Figure 3: Bearing Capacity Estimation of Bridge Piles Using the Impulse Transient Response Method 