Analysis of Construction Settlement of Shield Tunnel Crossing Metro Operating Tunnel
| Author(s): |
Mengheng Zhang
Heng Wan Wei Li Huixin Kang Xiuheng Ding Peng Shen |
|---|---|
| Medium: | journal article |
| Language(s): | English |
| Published in: | IOP Conference Series: Materials Science and Engineering, 1 March 2020, n. 4, v. 782 |
| Page(s): | 042009 |
| DOI: | 10.1088/1757-899x/782/4/042009 |
| Abstract: |
Based on the background of the Suzhou Metro Line 3 crossing the Line 1 operating tunnel, the finite element software MIDAS/GTS was used to perform 3D model and simulate the construction of the shield tunnel. The influence of shield tunnel penetration before and after strengthening on operating tunnels is studied. The research results show that the maximum settlement of the operating tunnel caused by underpass construction without reinforcement is 11.64mm, which exceeds the control value of 10mm, and deformation control measures must be taken. After reinforcement, the maximum settlement of the soil around Line 3 is only 5.65mm, the reduction of settlement about 50%, and the settlement control effect is obvious, which shows that it is feasible to take deformation control measures for pre-reinforcement of the soil around the tunnel. |
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data sheet - Reference-ID
10675260 - Published on:
29/05/2022 - Last updated on:
29/05/2022
