Abstract
Regarding the situation of slurry pressure shield tunneling underneath existing operating railway, the traditional risk assessment method takes the settlement risk of shield tunneling underneath the railroad as the evaluation objective cannot determine the risk development trend. Therefore, a shield tunneling underneath railroad risk evaluation model based on set pair analysis was proposed. Firstly, according to the Slurry Pressure Balance shield construction mechanism, the risk source identification of the shield construction process and railroad operation was carried out, and the index factor system that leads to the settlement risk was formed. The importance of each evaluation index in the model was optimized by rough set, and then a five-element connection number model with objectively improved weights was obtained. Finally, assessed the risk level of railroad settlement caused by the shield tunneling. This model is suitable for the actual construction of a subway shield tunnel, which is consistent with the site survey results and has reference significance for the risk assessment of similar projects.
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References
Hamidi JK, Shahriar K, Rezai B et al (2010) Risk assessment based selection of rock TBM for adverse geological conditions using fuzzy-AHP. Bull Eng Geol Env 69(4):523–532
He ZM, Lue K, Fu HY (2018) Safety risk assessment for highway tunnel construction based on set pair analysis. Mining Metall Eng 38(2):6–9 (in Chinese)
Hyun KC, Min S, Choi H et al (2015) Risk analysis using fault-tree analysis (FTA) and analytic hierarchy process (AHP) applicable to shield TBM tunnels. Tunnel Undergr Space Technol 49(1):121–129
Ieronymaki E, Whittle AJ, Einstein HH (2018) Comparative study of the effects of three tunneling methods on ground movements in stiff clay. Tunnel Undergr Space Technol 74:167–177
Laplante P, Neill C (2005) Modeling uncertainty in software engineering using rough sets. Innovations Syst Softw Eng 1:71–78
Liang XD, Chen R, Wu XL, Zheng HY (2019) Improved fuzzy comprehensive evaluation with AHP in construction risk assessment: a case study of tunnel boring machine at high altitude. In: Proceedings of the twelfth international conference on management science and engineering management, pp 183-193. https://doi.org/10.1007/978-3-319-93351-1_16
Liu B, Xi DH, Xu P (2020) Study on the interaction of metro shield tunnel construction under-crossing the existing Longhai railway. Geotech Geol Eng 38:2159–2168
Ma CZ, Wang HD (2015) Application of connection number to safety risk evaluation of fire accident in subway station. J Liaon Tech Univ Nat Sci 34(1):26–31 (in Chinese)
Pawlak Z (1982) Rough sets. Int J Comput Inf Sci 11(5):342–356
Xiang YY, Jiang ZP, He HJ (2008) Assessment and control of metro-construction induced settlement of a pile-supported urban overpass. Tunn Undergr Space Technol 23(03):300–307
Acknowledgements
This work was supported by the National Natural Science Foundation of China (No. U1261121-E0422) and the Key projects of China Railway Corporation (No. 2015Z002).
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Wang, H., Guan, Z. & He, S. Risk Factor Identification and Evaluation on SPB Shield Underneath Existing Railroad Settlement. Geotech Geol Eng 39, 5201–5212 (2021). https://doi.org/10.1007/s10706-021-01825-9
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DOI: https://doi.org/10.1007/s10706-021-01825-9