Bond Yield Characteristics of Undisturbed Completely Decomposed Granite

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static.hindawi.com/articles/amse/volume-2015/325162/figures/325162.fig.004a.svgz" name="325162.fig.004a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Stress paths of undisturbed CDG</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/amse/volume-2015/325162/figures/325162.fig.004b.svgz" name="325162.fig.004b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Stress paths of reconstituted CDG</td></tr></table>

<div>Stress paths of consolidated drained tests.</div>

Advances in Materials Science and Engineering

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Figure 4

Figure 4: Bond Yield Characteristics of Undisturbed Completely Decomposed Granite 