Abstract
There were several damaging behaviors observed in a highway tunnel under construction, caused by the large deformation of rock mass. For this reason, a laboratory test to analyse the mineral composition was implemented, which aims to figure out the cause of the large deformation when tunneling in carbonaceous slate stratum. The laboratory test shows the reactivity of clay minerals with water is one of the important reasons lead to large deformation. Especially, field test was adopted to evaluate the structural stability and safety, affected by large deformation resulted from carbonaceous slate stratum. Displacement of primary lining, internal force of steel arch, pressure between primary lining with rock mass, internal force of secondary lining and seepage pressure of tunnel bottom were monitored and presented during tunneling. The results demonstrate that the mechanical response and stress state of the tunnel reflect the influence of the large deformation. For primary lining, large and asymmetrical deformation, which may result in the failure of steel arch, shows high risk in safety. Moreover, according to the calculated criterion of bearing capacity, once the secondary lining starts to bear pressure from rock mass, unsafety and minor safety reservation of the secondary lining were obtained in two regions of this structure. The result in this paper can provide valuable guidance for the subsequent construction and the similar engineering projects located in this area.
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References
Bruker Corporation. https://www.bruker.com/nc/. Accessed 16 May 2018
Changsha Kingmach Hightechnics Co., LTD. http://www.kingmach.cn/. Accessed 14 March 2017
Du C, Cao P, Chen Y et al (2017) Study on the stability and deformation of the roadway subjected to high in situ stresses. Geotech Geol Eng 35(4):1615–1628
Fan YJ, Zhang SM, Xu WX (1994) Mechanism and mathematical model about the measurement by means of three-point-method. Chin J Sci Instrum 15(2):155–159
Fang Y, Xu C, Cui G et al (2016) Scale model test of highway tunnel construction underlying mined-out thin coal seam. Tunn Undergr Space Technol 56:105–116
Fraldi M, Guarracino F (2011) Evaluation of impending collapse in circular tunnels by analytical and numerical approaches. Tunn Undergr Space Technol 26(4):507–516
Gao Y, Xu F, Zhang Q et al (2018) Geotechnical monitoring and analyses on the stability and health of a large cross-section railway tunnel constructed in a seismic area. Measurement 122:620–629
Geniş M (2010) Assessment of the dynamic stability of the portals of the Dorukhan tunnel using numerical analysis. Int J Rock Mech Min Sci 47(8):1231–1241
He W, Wu Z, Kojima Y et al (2009) Failure mechanism of deformed concrete tunnels subject to diagonally concentrated loads. Comput Aided Civ Infrastruct Eng 24(6):416–431
Idinger G, Aklik P, Wu W et al (2011) Centrifuge model test on the face stability of shallow tunnel. Acta Geotech 6(2):105–117
Kontogianni VA, Stiros SC (2005) Induced deformation during tunnel excavation: evidence from geodetic monitoring. Eng Geol 79(1–2):115–126
Lai J, Fan H, Chen J et al (2015) Blasting vibration monitoring of undercrossing railway tunnel using wireless sensor network. Int J Distrib Sens Netw 6:1–7
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 Soil Mech 29(5):1367–1371
Li C, Zhao YG, Liu H et al (2008) Monitoring second lining of tunnel with mounted fiber Bragg grating strain sensors. Autom Constr 17(5):641–644
Li SC, Liu B, Nie LC et al (2015) Detecting and monitoring of water inrush in tunnels and coal mines using direct current resistivity method: a review. J Rock Mech Geotech Eng 7(4):469–478
Li X, Zhang P, He Z et al (2017) Identification of geological structure which induced heavy water and mud inrush in tunnel excavation: a case study on Lingjiao tunnel. Tunn Undergr Space Technol 69:203–208
Meng X, Liu W, Zhang H (2018) A study of rock burst hazard prevention method. Geotech Geol Eng 36(4):2237–2246
Milczewski MS, Da Silva JCC, Martelli C et al (2012) Force monitoring in a maxilla model and dentition using optical fiber Bragg gratings. Sens 12(9):11957–11965
Ministry of Housing and Urban-Rural Development of the People’s Republic of China (MOHURD) (2015) Code for design of concrete structures GB 50010-2010. China Building Industry Press, Beijing
Ministry of Housing and Urban-Rural Development of the People’s Republic of China (MOHURD) (2017) Standard for design of steel structures GB 50017-2017. China Building Industry Press, Beijing
Ministry of Transport of the People’s Republic of China (MOT) (2014) Specification for design of highway tunnel JTG D70/2-2014. China Communication Press, Beijing
Qiao L, Li S, Wang Z et al (2016) Geotechnical monitoring on the stability of a pilot underground crude-oil storage facility during the construction phase in china. Measurement 82:421–431
Wang B, Li TB, He C et al (2012) Analysis of failure properties and formatting mechanism of soft rock tunnel in meizoseismal areas. Chin J Rock Mech Eng 31(5):928–936
Xiao HJ, Zhou SH, Sun YY (2018) Stability analysis and case study of shallow tunnel using pipe roof support. Geotech Geol Eng. https://doi.org/10.1007/s10706-018-0681-x
Xing R, Jiang S, Xu P (2017) Long-term temperature monitoring of tunnel in high-cold and high-altitude area using distributed temperature monitoring system. Measurement 95:456–464
Yu DH, Peng JB (2009) Experimental study of mechanical properties of chlorite schist with water under triaxial compression. Chin J Rock Mech Eng 28(1):205–211
Yu W, Wu G, An B (2018) Investigations of support failure and combined support for soft and fractured coal–rock tunnel in tectonic belt. Geotech Geol Eng 36(6):3911–3929
Zhang YX, Shi YF, Zhao YD et al (2017) Determining the cause of damages in a multiarch tunnel structure through field investigation and numerical analysis. J Perform Constr Facil 31(3):1–7
Zhao Y, Li PF, Tian SM (2013) Prevention and treatment technologies of railway tunnel water inrush and mud gushing in China. J Rock Mech Geotech Eng 5(6):468–477
Zhao YD, Liu C, Zhang YX et al (2019) Damaging behavior investigation of an operational tunnel structure induced by cavities around surrounding rocks. Eng Fail Anal 99:203–209
Acknowledgements
The author would like to acknowledge the support from Natural Science Foundation of Jiangsu Higher Education Institutions (16KJB560009), National Natural Science Foundation of China (Nos. 51408124, 51578292), and Natural Science Foundation of Jiangsu Province (No. BK20140629).
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Zhao, Y., Zhang, Y., Yang, J. et al. Geotechnical Monitoring and Analyses on the Stability of Highway Tunnel Constructed in Carbonaceous Slate Stratum. Geotech Geol Eng 37, 4613–4625 (2019). https://doi.org/10.1007/s10706-019-00877-2
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DOI: https://doi.org/10.1007/s10706-019-00877-2