Abstract
The outcrop area of carbonate rocks accounts for 61.6% of the total area in Southwest Hubei. The action of tectonic processes, erosion of surface and underground water systems, topography, and carbonate geology lead to the formation of large karst caves. A large karst cave (LKC) has been found in the middle of the Taiping tunnel, which cannot be avoided restricted by the overall alignment. Mountain tectonic movement and erosion of the underground river system are the main factors for the formation of the LKC. Risks will appear when tunneling through the LKC, such as instability, water or stone ingress, damage to the tunnel, and long-term instability. Evaluation of the stability of the LKC is discussed. And the result shows that the LKC is overall stable without strong external loads. A small pipe grouting method for treating the foundation is presented. For driving and resisting the impact of falling stones, two kinds of lining structure schemes are adopted, double lining open-cut tunnel structure and traditional tunnel structure after backfill. The drainage system of the Taiping tunnel proposed does not destroy the original drainage system of LKC.
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References
Alija S, Torrijo FJ, Quinta-Ferreira M (2013) Geological engineering problems associated with tunnel construction in karst rock masses: the case of Gavarres tunnel (Spain). Eng Geol 157:103–111
Code for Highway Engineering Geological Investigation (CHEGI) (2011) China Communications Press, Beijing, China
Cui QL, Shen SL, Xu YS, Wu HN, Yin ZY (2015a) Mitigation of geohazards during deep excavation in karst region with caverns: a case study. Eng Geol 195:16–27
Cui QL, Wu HN, Shen SL, Xu YS, Ye GL (2015b) Chinese Karst geology and measures to prevent geohazards during shield tunnelling in Karst regions with caves. Nat Hazards 77:129–152
Cui X, Hu Q (2022) Analysis on treatment effect of karst cave in deep buried highway tunnel and research on response law of tunnel structure, 1–13. https://doi.org/10.11932/karst2022y001
Day MJ (2004) Karstic problems in the construction of Milwaukee’s deep tunnels. Environ Geol 45(6):859–863
Elbaz K, Shen SL, Zhou A, Yin ZY, Lyu HM (2021) Prediction of disc cutter life during shield tunneling with AI via the incorporation of a genetic algorithm into a GMDH-type neural network. Engineering 7(2):238–251
Elbaz K, Yan T, Zhou A, Shen SL (2022) Deep learning analysis for energy consumption of shield tunneling machine drive system. Tunn Undergr Space Technol 123:104405
Fan H, Zhang Y, He S et al (2018) Hazards and treatment of karst tunneling in Qinling-Daba mountainous area: overview and lessons learnt from Yichang-Wanzhou railway system. Environ Earth Sci 77:679
Gui L (2008) Engineering technique for shield tunnel in karst region of Guangzhou Metro Line 5. J Guilin Univ Technol 28(3):324–329
He K, Jia Y, Chen W et al (2014) Evaluation of karst collapse risks induced by over-pumping and karst groundwater resource protection in Zaozhuang region, China. Environ Earth Sci 71:3443–3454
Ju SJ, Zhu WB (2007) Study on geological investigation methods for shield tunneling in mixed ground. Tunn Constr 27(6):10–14
Knez M, Slabe T, Sebela S, Gabrovsek F (2008) The largest karst cave discovered in a tunnel during motorway construction in Slovenia’s Classical Karst (Kras). Environ Geol 54(4):711–718
Li MH, Du JY (2004) Geological issues on environmental engineering of karst deep foundation pit and its control measures. Guizhou Geol 21(3):188–190
Li SC, Zhou ZQ, Li LP, Xu ZH, Zhang QQ, Shi SS (2013) Risk assessment of water inrush in karst tunnels based on attribute synthetic evaluation system. Tunn Undergr Space Technol 38:50–58
Li SC, Wu J, Xu ZH, Li LP (2017) Unascertained measure model of water and mud inrush risk evaluation in Karst tunnels and its engineering application. KSCE J Civ Eng 21(4):1170–1182
Li HM, Zhang YH, Hu ZP, Li FT, Cai LJ (2022) Analysis of karst development characteristics and influence of Miaoziping tunnel in E-Han expressway. Chi J Geol Hazard Ctrl 33(1):92–98
Li LP (2009) Study on catastrophe evolution mechanism of karst water Inrush, PhD Thesis. Shandong University, Jinan, Shandong
Lin SS, Zhang N, Zhou A, Shen SL (2022) Time-series prediction of shield movement performance during tunneling based on hybrid model. Tunn Undergr Space Technol 119:104245
Lu YR (2010) China Karst. Higher Education Press, Beijing, China
Luo W (2012) Study on treatment measures of karst cave in deep foundation pit. Railw Stand Des 1:88–91
Lyu HM, Shen SL, Zhou A, Yin ZY (2022) Assessment of safety status of shield tunnelling using operational parameters with enhanced SPA. Tunn Undergr Space Technol 123:104428
Palmer AN (2007) Cave Geology. Cave Books, Dayton, Ohio
Qian H, Wang S, Yan F et al (2011) Interconnection of karst systems and flow piracy through karst collapse in layered carbonate rocks. Environ Earth Sci 64:1563–1574
Shen JF, Li YY, Xu RC (1996) Research of karst in Qingjiang River Basin. Geological Publishing House, Beijing, China
Shen SL, Cui QL, Ho CE, Xu YS (2016) Ground response to multiple parallel microtunneling operations in cemented silty clay and sand. J Geotech Geoenvironmental Eng 142(5):04016001
Shen SL, Elbaz K, Shaban WM, Zhou A (2022) Real-time prediction of shield moving trajectory during tunnelling. Acta Geotechnica, in press. https://doi.org/10.1007/s11440-022-01461-4
Shi SS, Bu L, Li SC et al (2017) Application of comprehensive prediction method of water inrush hazards induced by unfavourable geological body in high risk karst tunnel: a case study. Geomatics Nat Hazards Risk 8(2):1407–1423
Shi SS, Xie XK, Bu L et al (2018) Hazard-based evaluation model of water inrush disaster sources in karst tunnels and its engineering application. Environ Earth Sci 77(4):1–13
Specifications for Design of Highway Tunnels (SDHT) (JTG 3370.1–2018) (2018) China Communications Press, Beijing, China
Study on Karst in Qingjiang River Basin (SKQRB) (1996) Geology Press, Beijing, China
Wei AH, Shao J, Wang CQ (2022) Study on karst development characteristics and interaction with tunnel is Nuoshus River area of Bazhong. Mod Tunn Technol 57(S1):89–94
Wu HN, Shen SL, Chen RP, Zhou A (2020) Three-dimensional numerical modelling on localised leakage in segmental lining of shield tunnels. Comput Geotech 122:103549
Yan T, Shen SL, Zhou A, Lyu HM (2021) Construction efficiency during shield tunnelling through soft deposit in Tianjin, China. Tunn Undergr Space Technol 112:103917
Yang YS, Wu H, Xu JF, Yang XQ (2007) Construction of shield tunnel in karst strata. J Railw Eng Soc 7:56–60
Yang SS (2003) Groundwater Resources exploration report in karst rocky mountain area in southwest Hubei Province. Southwest Geological Survey Center of China Geological Survey, Chengdu, China
Yi L, Xia R, Tang J et al (2015) Karst conduit hydro-gradient nonlinear variation feature study: case study of Zhaidi karst underground river. Environ Earth Sci 74:1071–1078
Yilmaz I (2007) GIS based susceptibility mapping of karst depression in gypsum: a case study from Sivas basin (Turkey). Eng Geol 90(1–2):89–103
Yuan DX (1976) Karst in China. Shanghai People’s Publishing House, Shanghai, China
Zhang ZZ, Chen ZF, Xiang J (2012) Metro station under complex karst conditions. Soil Eng Found 26(6):11–14
Zhang K, Lyu HM, Shen SL, Zhou A, Yin ZY (2020) Evolutionary hybrid neural network approach to predict shield tunneling-induced ground settlements. Tunn Undergr Space Technol 106:103594
Zhang N, Zhou A, Pan YT, Shen SL (2021a) Measurement and prediction of tunnelling-induced ground settlement in karst region by using expanding deep learning. Measurement 183:109700
Zhang N, Shen SL, Zhou A (2021) Jin YF (2021b) Application of LSTM approach for modelling stress-strain behavior of soil. Appl Soft Comput 100:106959. https://doi.org/10.1016/j.asoc.2020.106959
Zhang JX, Zhang N, Zhou A, Shen SL (2022) Numerical evaluation of segmental tunnel lining with voids in outside backfill. Underground Space, in press. https://doi.org/10.1016/j.undsp.2021.12.007
Zhao D, Fan H, Jia L et al (2021) Research on waterproofing and drainage optimization scheme for karst tunnel lining in water-rich areas. Environ Earth Sci 80:150
Zhou N, Bo L (2009) Varying regulation of epikarst developing intensity in southwest Hubei karst area. Carsologica Sinica 28(1):1–6
Funding
This study has been supported by the National Nature Science Foundation of China (NSFC) (No. 52179116), Xinjiang Uygur Autonomous Region Science Foundation (No. 2020A03003-3).
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Li, YW., Cui, QL., Wu, Q. et al. Geological risks and countermeasures for mountain tunneling through a large karst cave in Southwest Hubei, China: a case study. Arab J Geosci 15, 1083 (2022). https://doi.org/10.1007/s12517-022-10331-y
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DOI: https://doi.org/10.1007/s12517-022-10331-y