Study on the Characteristics of Safety Distribution Changing with Buried Depth for Metro Station in Upper-Soft and Lower-Hard Stratum

<div>The shear strain increment of tunnel in case 19 with <i>H</i><sub>s</sub> = 6.</div>

Advances in Civil Engineering

Figure 8: Study on the Characteristics of Safety Distribution Changing with Buried Depth for Metro Station in Upper-Soft and Lower-Hard Stratum 