- ISSN 0258-2724
- CN 51-1277/U
- EI Compendex
- Scopus
- Indexed by Core Journals of China, Chinese S&T Journal Citation Reports
- Chinese S&T Journal Citation Reports
- Chinese Science Citation Database
| Citation: | SUN Minglei, ZHU Yongquan, LI Xinzhi, HE Benguo. Mechanical Characteristics of Existing Tunnel Structure Affected by Super Deep Loess Landslide[J]. Journal of Southwest Jiaotong University, 2022, 57(1): 148-157. doi: 10.3969/j.issn.0258-2724.20200637
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Landslide disasters occur frequently in loess area. Landslides, especially super deep landslides, have a significant impact on the stress and deformation of existing tunnel structures. The deformation characteristics and mechanical responses of tunnel-landslide systems are extremely complex and have been the focus of academic and engineering researchers. Based on a railway tunnel project in a super deep landslide geological disaster, a three-dimensional numerical model of the "super deep loess slope-sliding zone-tunnel" system was established using FLAC3D. The local strength reduction method based on displacement mutation was used to simulate the critical state of slope instability, and variation laws of the mechanical and deformation characteristics of the existing lining structure induced by landslide were analyzed for cases of different relative positions between sliding zones and tunnels. In addition, combined with field measurements and structural damage conditions, the causes of engineering accidents were preliminarily analyzed. Numerical simulations indicate that when the sliding zone is above the tunnel, the surrounding rock exerts a significant pulling effect on the tunnel, and the maximum horizontal displacement of 27.83 mm occurs at the wall foot; when the sliding zone is below the tunnel, the tunnel structure has an obvious overall lateral translation, resulting in a maximum horizontal displacement of 185.61 mm at the wall foot. The most dangerous case is when the tunnel is above the sliding surface. The field measurements indicate that the tunnel has an overall lateral translation perpendicular to the longitudinal axis. The maximum translation (105.35 mm) at the wall foot is smaller than the case when the sliding zone locates below the tunnel. Results also show that the selected tunnel project was built in a loess (silt)-bedrock landslide, which is still in a creeping state and has not yet reached the sliding critical state.
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