| 管片状态 | 拱顶荷载 kPa | 水平扩张 mm | 竖向收敛 mm | 直径变形比 % | 钢筋最大主应力 MPa | 混凝土最大主应力 MPa | 裂缝 mm | 接缝mm |
| 设计荷载 | 388.11 | 20.1 | 21.8 | 1.88% | 17.05 | 2.92 | 0.008 | 0.17 |
| 3% D变形 | 549.30 | 32.1 | 34.6 | 2.98% | 36.27 | 3.13 | 0.024 | 0.27 |
| 混凝土 −38.5 MPa | 847.50 | 56.4 | 60.5 | 5.22% | 74.5 | 3.04 | 0.035 | 0.52 |
| 混凝土 −46.2 MPa | 1073.42 | 75.8 | 81.0 | 6.98% | 106.1 | 3.06 | 0.05 | 0.67 |
| 钢筋 400 MPa | 1411.92 | 106.1 | 113.8 | 9.81% | 158 | 2.9 | 0.074 | 0.98 |