Freezing Temperature Field of FSPR under Different Pipe Configurations: A Case Study in Gongbei Tunnel, China

<div>Comparison of “temperature-time” curves at measurement points in Configurations B and C. (a) Midline points between the pipes in Configurations B and C and (b) points at 50 mm above the pipe contour line in Configurations B and C.</div>

Advances in Civil Engineering

fig10

Figure 10

Figure 10: Freezing Temperature Field of FSPR under Different Pipe Configurations: A Case Study in Gongbei Tunnel, China 