Abstract
Under the influence of plate collision, the high geothermal is a widespread phenomenon within the region of Tibet. Due to the aforementioned high geothermal, lining cracking is a common disaster in Sangzhuling tunnel during construction period. This paper presented the mechanical behaviour of tunnel lining under high geothermal temperature, which is studied by thermo-mechanical numerical method. The results both from field investigation and numerical analysis demonstrate that high geothermal temperature can cause the tunnel lining cracking and the variation of the stress of the tunnel lining. Thus, a novelty sandwich composite lining supporting scheme is proposed to overcome such geothermal temperature effects, in which a thermal insulation layer between primary supporting and secondary supporting is designed. The numerical analysis results indicate that the insulation layer can significantly improve the mechanical characteristics of the lining structure. In addition, the effect of the insulation layer is not linear with its thickness. For this reason, the optimum insulation thickness of the insulation layer is chosen as 0.06 m, which was optimized by a numerical parametric analysis. The research can provide a reliable reference for tunnelling works in high geothermal regions.
Similar content being viewed by others
References
Ali SD, Kim J (2017) A numerical simulation of thermo-mechanical behavior of the intact rock in response to the Borehole Heater Test. Armais of Nuclear Energy 101:301–311, DOI: https://doi.org/10.1016/j.anucene.2016.11.031
Böttcher N, Görke UJ, Kolditz O, Nagel T (2017) Thermo-mechanical investigation of salt caverns for short-term hydrogen storage. Environmental Earth Sciences 76(3):98, DOI: https://doi.org/10.1007/s12665-017-6414-2
Chen GQ, Li TB, Zhang GF, Yin HY, Zhang H (2014) Temperature effect of rock burst for hard rock in deep-buried tunnel. Natural Hazards 72(2):915–926, DOI: https://doi.org/10.1007/s11069-014-1042-6
Chiu YC, Wang TT, Huang TH (2014) Investigating continual damage of a nineteenth century masonry tunnel. Proceedings of the Institution of Civil Engineers-Forensic Engineering 167(3):109–118, DOI: https://doi.org/10.1680/feng.13.00030
Du CH, Cao P, Chen Y, Liu J, Zhao YL, Liu JS (2017) Study on the stability and deformation of the roadway subjected to high in situ stresses. Geotechnical and Geological Engineering 35(4):1615–1628, DOI: https://doi.org/10.1007/s10706-017-0197-9
Hochstein MP, Prebble WM (2006) Major engineering constructions on top of a high-temperature geothermal system: Problems encountered at Tokaanu, New Zealand. Geothermics 35(4):428–447, DOI: https://doi.org/10.1016/j.geothermics.2006.06.001
Hou XW, Li XQ, Jiang LW, Du YB, Deng HK, Zhou C, Liu LX (2011) Estimation of heat-harm of gaoligong mountain tunnel of Dali-Ruili railway. Journal of Railway Engineering Society 5:60–65, DOI: https://doi.org/10.3969/j.issn.1006-2106.2011.05.013 (in Chinese)
IGGCAS (2017) “Bringing the group to warm up” to seek a new chapter of China’ s geothermal. Institute of Geology and Geophysics, Chinese Academy of Sciences, Beijing, China
Jung Y B, Park ES, Shen B (2014) Thermal-mechanical analysis of the fracture initiation and propagation around the underground pilot LNG storage cavern. Geosystem Engineering 17(6):331–341, DOI: https://doi.org/10.1080/12269328.2014.995781
Kim H, Park D, Park ES, Sunwoo C (2014) Stability analysis of multiple thermal energy storage caverns using a coupled thermal-mechanical model. Tunnel and Underground Space 24(4):297–307, DOI: https://doi.org/10.7474/TUS.2014.24.4.297
Kumar P, Singh B (1989) Thermal stress analysis of underground openings. International Journalfor Numerical and Analytical Methods in Geomechanics 13(4):411–425, DOI: https://doi.org/10.1002/nag.1610130405
Kumar P, Singh B (1990) Design of reinforced concrete lining in pressure tunnels, considering thermal effects and jointed rockmass. Tunnelling and Underground Space Technology 5(s1–2):91–101, DOI: https://doi.org/10.1016/0886-7798(90)90064-Q
Lai HP, Song WL, Liu YY, Chen R (2017) Influence of flooded loessial overburden on the tunnel lining: Case study. Journal of Performance of Constructed Facilities 31(6):04017108, DOI: https://doi.org/10.1061/(ASCE)CF.1943-5509.0001100
Lei J, Zhang JZ, Lin CN (2008) Analysis of stress and deformation site-monitoring in fault zone of Wushaoling tunnel under complex geological conditions. Rock and Soil Mechanics 29(5):1367–1371, DOI: https://doi.org/10.16285/j.rsm.2008.05.022 (in Chinese)
Liu SH, Shi Y, Sun R, Yang JS (2020) Damage behavior and maintenance design of tunnel lining based on numerical evaluation. Engineering Failure Analysis 109:104209, DOI: https://doi.org/10.1016/j.engfailanal.2019.104209
Meng LB, Li TB, Jiang Y, Wang R, Li YR (2013) Characteristics and mechanisms of large deformation in the Zhegu mountain tunnel on the Sichuan-Tibet highway. Tunnelling and Underground Space Technology 37:157–164, DOI: https://doi.org/10.1016/j.tust.2013.03.009
NRA (2016) TB10003-2016: Code for design of railway tunnel. National Railway Administration of the Peoples Republic of China, Beijing, China (in Chinese)
Park JW, Rutqvist J, Ryu D, Park ES, Synn JH (2016) Coupled thermal-hydrological-mechanical behavior of rock mass surrounding a high-temperature thermal energy storage cavern at shallow depth. International Journal of Rock Mechanics and Mining Sciences 83: 149–161, DOI: https://doi.org/10.1016/j.ijrmms.2016.01.007
Peltier MM, Loria AF, Lepage L, Garin E, Laloui L (2019) Numerical investigation of the convection heat transfer driven by airflows in underground tunnels. Applied Thermal Engineering 159:113844, DOI: https://doi.org/10.1016/j.applthermaleng.2019.113844
Shao ZS, Qiao RJ (2017) Thermo-elastic analysis of the temperature and stress fields of tunnels with insulation layer in a high geothermal environment. Chinese Journal of Applied Mechanics 34(5):869–874+1011 (in Chinese)
Wang TT (2010) Characterizing crack patterns on tunnel linings associated with shear deformation induced by instability of neighboring slopes. Institute of Mineral Resources Engineering 115(1–2):80–95, DOI: https://doi.org/10.1016/j.enggeo.2010.06.010
Wang HW, Rong H (2013) Study on the equivalence heat conduction coefficients of combined rock in fluid-thermal coupling. Journal of China Coal Society 38(10):1781–1785, DOI: https://doi.org/10.13225/j.cnki.jccs.2013.10.005 (in Chinese)
Wang YS, Yang C, Ye YZ, Tang JH, Chen L, Zeng HF (2013) Experimental study on stress characteristics of lining structures of tunnels in high geo-temperature environment. Tunnel Construction 33(10):809–814 (in Chinese)
Wang MY, Zhang N, Li J, Ma LJ, Fan PX (2015) Computational method of large deformation and its application in deep mining tunnel. Tunnelling and Underground Space Technology 50:47–53, DOI: https://doi.org/10.1016/j.tust.2015.06.006
Wilhelm J, Rybach L (2003) The geothermal potential of Swiss Alpine tunnels. Geothermics 32(4):557–568, DOI: https://doi.org/10.1016/s0375-6505(03)00061-0
Zhang SY, Wang HR Li RX, Li CC, Hou FB, Ben Y (2019) Thermodynamic analysis of cavern and throttle valve in large-scale compressed air energy storage system. Energy Conversion and Management 183:721–731, DOI: https://doi.org/10.1016/j.enconman.2018.11.055
Zhao YD, Liu C, Zhang YX, Yang JS, Feng TG (2019a) Damaging behavior investigation of an operational tunnel structure induced by cavities around surrounding rock. Engineering Failure Analysis 99: 203–209, DOI: https://doi.org/10.1016/j.engfailanal.2019.02.023
Zhao YD, Shi Y, Yang JS (2019b) Study of the influence of train vibration loading on adjacent damaged tunnel. Shock and Vibration 2019:1–8, DOI: https://doi.org/10.1155/2019/3417598
Zhao YD, Zhang YX, Yang JS, Sun R (2019c) Geotechnical monitoring and analyses on the stability of highway tunnel constructed in carbonaceous slate stratum. Geotechnical and Geological Engineering 37:4613–4625, DOI: https://doi.org/10.1007/s10706-019-00877-2
Acknowledgments
Not Applicable
Author information
Authors and Affiliations
Corresponding author
Rights and permissions
About this article
Cite this article
Liu, S., Fu, J., Yang, J. et al. Numerical Simulation of Temperature Effects on Mechanical Behavior of the Railway Tunnel in Tibet. KSCE J Civ Eng 24, 3875–3883 (2020). https://doi.org/10.1007/s12205-020-1893-1
Received:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s12205-020-1893-1