Structural Safety Assessment of Existing Multiarch Tunnel: A Case Study

Jinxing Lai, Junling Qiu, Haobo Fan, Jianxun Chen, Zhinan Hu, Qian Zhang, Junbao Wang

Advances in Materials Science and Engineering · 2017 · 71 citations · 34 references

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TL;DR

Structural health assessment is essential for maintaining tunnel performance, and modern detection technology is establishing comprehensive assessment systems for operating tunnels. The study aims to evaluate the operational state of Shitigou tunnel by detecting liner cracks, seepage, and voids. Detection employed crack width monitoring, concrete strength monitoring, and electromagnetic wave nondestructive monitoring technologies, and statistical analysis of the results revealed defect distribution, development law, and damage grade. The study found that liner cracks are concentrated on the middle wall, severe water leakage occurs on the side wall, middle wall, and vault, the left tunnel’s foundation and liner strength fall below design requirements, voids are mainly at the entrance and vault, and these findings can guide design and health assessment of existing multiarch tunnels.

Abstract

Structural health assessment is one of the key activities in maintaining the performance of a tunnel during its service life. Due to the development of modern detection technology, comprehensive structural health assessment system is being established for operating tunnels. To evaluate the actual operational state of Shitigou tunnel, overall detection of the liner crack, tunnel seepage, and liner void was conducted by employing the modern detection technology, such as crack width monitoring technology, concrete strength monitoring technology, and electromagnetic wave nondestructive monitoring technology. Through the statistical analysis of the detection results, the distribution characteristic, development law, and damage grade of structural defects were obtained. Tunnel liner cracks are mainly located on the middle wall; serious water leakage is encountered on the side wall, middle wall, and vault; the strength of foundation and liner structure of left tunnel does not meet the design requirement; the liner voids are mostly located at the tunnel entrance section, especially, on the tunnel vault; and the proportion of influence factors of structural defects should be considered. The research results presented for this study can serve as references for effective design and health assessment of existing multiarch tunnel projects.

References

34