Soil-Structure Interaction of Flexible Temporary Trench Box: Parametric Studies Using 3D FE Modelling

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static.hindawi.com/articles/mse/volume-2021/9949976/figures/9949976.fig.0011a.svgz" name="9949976.fig.0011a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Change of strut diameter in steel box shield with 75 mm wall</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/mse/volume-2021/9949976/figures/9949976.fig.0011b.svgz" name="9949976.fig.0011b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Change of strut diameter in steel box shield with 100 mm wall</td></tr><tr class="fig-image" id="c"><td><object data="https://static.hindawi.com/articles/mse/volume-2021/9949976/figures/9949976.fig.0011c.svgz" name="9949976.fig.0011c" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(c) </b>Change of strut diameter in steel box shield with 150 mm wall</td></tr><tr class="fig-image" id="d"><td><object data="https://static.hindawi.com/articles/mse/volume-2021/9949976/figures/9949976.fig.0011d.svgz" name="9949976.fig.0011d" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(d) </b>Change of strut diameter in steel box shield with 200 mm wall</td></tr></table>

<div>Soil pressure (Louiseville clay) on steel trench box shields with different plate thicknesses and strut diameters.</div>

Modelling and Simulation in Engineering

fig11

Figure 11

Figure 11: Soil-Structure Interaction of Flexible Temporary Trench Box: Parametric Studies Using 3D FE Modelling 