Abstract
The current research primarily focuses on the impact of full-ring expansion on tunnel safety, but the relationship between local expansion of the surrounding rock and initial water content is rarely studied yet. Therefore, this paper analyzes the mechanics and deformation characteristics of a tunnel passing through an expansive mudstone area in a tunnel project in China. The analysis considers different local expansion areas and the initial water content of the surrounding rock. The research findings indicate that the local expansion of the tunnel’s vault and sidewall has the most significant impact on the deformation range of the surrounding rock. Compared to other expansion conditions, the deformation difference can reach a maximum of 156 mm. The order of expansion conditions leading to the development of plastic zone volume in the surrounding rock is as follows: full-ring expansion > vault expansion > local vault expansion > sidewall expansion > invert expansion. When the initial water content reaches a certain level, the expansion effect becomes less significant due to the upper limit of the surrounding rock’s expansion capacity. However, an increase in water content will cause the surrounding rock to soften and intensify the expansion of the deformation range. The local expansion of the surrounding rock not only increases the bending moments on the preliminary lining at the section directly affected by the expansive force but also significantly impacts other expansion areas. The local expansion of the vault and sidewall greatly influences the stability of the secondary lining, resulting in some areas having a safety factor lower than the allowed value. However, from the perspective of overall tunnel safety, the secondary lining still provides a certain safety margin.
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References
Zhang SB, Yu ZX (2019) Study on impacts of softening and swelling of surrounding rocks on loosening pressure of rock mass. Modern Tunnell Technol 56(2):50–56. https://doi.org/10.13807/j.cnki.mtt.2019.02.008
Liao FX (2022) Instability mechanism of Yuyuan tunnel based on expansion and strength deterioration effect. Safety Environ Eng 29(4):33–45. https://doi.org/10.13578/j.cnki.issn.1671-1556.20211374
Srivastav A, Pandey VHR, Kainthola A et al (2022) Numerical analysis of a collapsed tunnel: a case study from NW Himalaya, India. Indian Geotech J 52:132–144. https://doi.org/10.1007/s40098-021-00567-y
Shin EC, Park JJ, Kang JK (2018) Stability analysis of underground tunnel for 2nd perimeter highway construction work in Incheon. Indian Geotechn J 48:235–250. https://doi.org/10.1007/s40098-017-0278-y
Li XP (2013) Research on rheological properties and deformation control technology of surrounding rock in tuff formation large-section tunnel. Master thesis, Central South University
Wang H (2020) Study on the inverted arch deformation mechanism and remediation measures of Hongshan tunnel. Master’s thesis, Liaoning Technical University.
Fu JF, Li HY, Zhu KC et al (2023) Study on expansion potential of gypsum rock and mechanical characteristics of tunnel lining structure. Yangtze River 54(12):166–173. https://doi.org/10.16232/j.cnki.1001-4179.2023.12.022
Liu YM, Yu HM, Wang C et al (2011) Research on mechanism of damage of anhydrock in dolomite layer to tunnel structure. Rock Soil Mech 32(9):2704–2708. https://doi.org/10.16285/j.rsm.2011.09.051
Wang LL, Bornert M, Yang DS et al (2015) Microstructural insight into the nonlinear swelling of argillaceous rocks. Eng Geol 193:435–444. https://doi.org/10.1016/j.enggeo.2015.05.019
Huo T (2020) Experimental research on swellability of easily disintegrating rock. Railway Constr Technol 322(3):5–9. https://doi.org/10.3969/j.issn.1009-4539.2020.03.002
Xue YJ, Wang QC, Ma LN et al (2020) Expansibility classification of mudstone for high-speed railway ballastless track foundation. Rock Soil Mech 41(9):3109–3118. https://doi.org/10.16285/j.rsm.2019.2134
Cui XN, Wang QC, Zhang RL et al (2017) Experimental study of the identification and classification of ballastless track subgrade expansive soil. Sci Technol Eng 17(12):248–251
Si YS, Gao DY, Gao Y (2010) Measures for multi-index discriminant of expansion potential of swelling rock. J Zhengzhou Univer 31(5):40–43
Tang XD (2016) On the design and construction of the primary rigid supports for Ganntas tunnel in swelling ground. Traffic Eng Technol Nat Def 14(3):31–34. https://doi.org/10.13219/j.gjgyat.2016.03.008
Liu JG, Wang CM, Xue NH et al (2018) Deformation analysis and construction control of heavily expansive rock tunnels with shallow-buried rich water. High Speed Railway Technol 9(1):84–89
Kimura F, Okabayashi N, Kawamoto T (1987) Tunnelling through squeezing rock in two large fault zones of the Enasan Tunnel II. Rock Mech Rock Eng 20(3):151–166. https://doi.org/10.1007/BF01020366
Alonso EE, Berdugo IR, Ramon A (2013) Extreme expansive phenomena in anhydritic-gypsiferous claystone: the case of Lilla tunnel. Géotechnique 63(7):584–612. https://doi.org/10.1680/geot.12.P.143
Qiu WG, Wang G, Gong L et al (2018) Research and application of resistance-limiting and energy-dissipating support in large deformation tunnel. Chinese J Rock Mech Eng 37(8):1785–1795. https://doi.org/10.13722/j.cnki.jrme.2018.0184
Wang JB, Liu W, Song ZP et al (2022) A new energy-absorbing bolt used for large deformation control of tunnel surrounding rock. Int J Min Sci Technol 32(5):1031–1043. https://doi.org/10.1016/j.ijmst.2022.04.003
Wang BW (2021) Impact analysis of mudstone expansion on the stability of tunnel lining. Master thesis, Lanzhou Jiaotong University
Zheng JJ, Guo ZS, Cui L et al (2017) Stability analysis of expansive soil tunnel considering unsaturated seepage and moistening swelling deformation. Rock Soil Mech 38(11):3271–3277. https://doi.org/10.16285/j.rsm.2017.11.024
Chen X, Wu BY, Luo WJ et al (2021) Stability of expansive soil tunnel surrounding rock under humidity condition. J Civil Environ Eng 43(2):26–34. https://doi.org/10.11835/j.issn.2096-6717.2020.149
Zhao T, Liang QG, Wu FY et al (2022) Impact of base surrounding rock expansion on the mechanical characteristics of mudstone tunnel. J Southeast Univ 52(3):538–546. https://doi.org/10.3969/j.issn.1001-0505.2022.03.015
Zhao JP, Tan ZS, Yu RS et al (2022) Deformation responses of the foundation pit construction of the urban metro station: a case study in Xiamen. Tunn Undergr Space Technol 128:104662. https://doi.org/10.1016/j.tust.2022.104662
Chen YM, Xu DP (2013) FLAC/FLAC3D foundation and engineering application. China Water and Power Press, Beijing
Wu B, Gao B, Suo XM et al (2005) Mechanical simulation and analysis of construction behavior of urban metro tunnelling with small interval. China J Highw Transport 18(3):84–89. https://doi.org/10.19721/j.cnki.1001-7372.2005.03.019
Zeng ZY, Xu BS, Hu SQ et al (2014) Numerical analysis of tunnel liner failure mechanism in expansive soil considering water-increased state. Rock Soil Mech 35(3):871–880. https://doi.org/10.16285/j.rsm.2014.03.045
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This work was supported by the science and technology project of China Railway Design Corporation (KYL202311-0072).
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Li, Z., Zhang, C., Liu, G. et al. The Influence About Coupled Initial Water Content and Local Expansion on Mechanical Properties and Deformation of the Tunnel in Mudstone. Indian Geotech J (2024). https://doi.org/10.1007/s40098-024-00911-y
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DOI: https://doi.org/10.1007/s40098-024-00911-y