Undrained Cyclic Response and Resistance of Saturated Calcareous Sand considering Initial Static Shear Effect

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static.hindawi.com/articles/geofluids/volume-2021/4616747/figures/4616747.fig.0010a.svgz" name="4616747.fig.0010a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Dense sand</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/geofluids/volume-2021/4616747/figures/4616747.fig.0010b.svgz" name="4616747.fig.0010b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Loose sand</td></tr></table>

<div>Relationship between dissipated energy and number of cycles required to cause liquefaction.</div>

Geofluids

fig10

Figure 10

Figure 10: Undrained Cyclic Response and Resistance of Saturated Calcareous Sand considering Initial Static Shear Effect 