Investigation on the Shear Behavior and Mechanism of MICP-Treated Loess Soil

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static.hindawi.com/articles/geofluids/volume-2024/8001743/figures/8001743.fig.007a.svgz" name="8001743.fig.007a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Stress-strain curve for curing time of 0 day</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/geofluids/volume-2024/8001743/figures/8001743.fig.007b.svgz" name="8001743.fig.007b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Stress-strain curve for curing time of 7 days</td></tr><tr class="fig-image" id="c"><td><object data="https://static.hindawi.com/articles/geofluids/volume-2024/8001743/figures/8001743.fig.007c.svgz" name="8001743.fig.007c" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(c) </b>Stress-strain curve for 14 d curing time</td></tr></table>

<div>Stress-strain relationship of MICP-treated loess under various curing times.</div>

Geofluids

fig7

Figure 7

Figure 7: Investigation on the Shear Behavior and Mechanism of MICP-Treated Loess Soil 