Structural Damage of Subway Tunnel Buried Shallowly in Silt Layer under Soil Mound Loading

<div>Maximum principal stress of rebar. (a) Maximum principal stress of rebar when mound height reached 8 m. (b) Maximum principal stress-mound height curve of rebar.</div>

Advances in Civil Engineering

fig16

Figure 16

Figure 16: Structural Damage of Subway Tunnel Buried Shallowly in Silt Layer under Soil Mound Loading 