Investigation of Land Subsidence Based on the Column Element Settlement Model in a Soft-Soil Area

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static.hindawi.com/articles/geofluids/volume-2019/9530135/figures/9530135.fig.0018a.svgz" name="9530135.fig.0018a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Point A (depth 3.75 m)</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/geofluids/volume-2019/9530135/figures/9530135.fig.0018b.svgz" name="9530135.fig.0018b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Point E (depth 40.25 m)</td></tr></table>

<div>Percentage of settlement caused by different reasons when loading intensity is 10 kPa.</div>

Geofluids

fig18

Figure 18

Figure 18: Investigation of Land Subsidence Based on the Column Element Settlement Model in a Soft-Soil Area 