Experimental Study on the Strength Characteristics of Expansive Soils Improved by the MICP Method

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static-preview.hindawi.com/articles/geofluids/volume-2022/3089820/figures/3089820.fig.007a.svgz" name="3089820.fig.007a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Unimproved expansive soils, 5000×</td></tr><tr class="fig-image" id="b"><td><object data="https://static-preview.hindawi.com/articles/geofluids/volume-2022/3089820/figures/3089820.fig.007b.svgz" name="3089820.fig.007b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Improved expansive soils, 5000×</td></tr><tr class="fig-image" id="c"><td><object data="https://static-preview.hindawi.com/articles/geofluids/volume-2022/3089820/figures/3089820.fig.007c.svgz" name="3089820.fig.007c" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(c) </b>Improved expansive soils, 10000×</td></tr></table>

Geofluids

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Figure 7

Figure 7: Experimental Study on the Strength Characteristics of Expansive Soils Improved by the MICP Method 