Deformation and Failure Analysis of the Urban Cloud Rail Crossing an Active Ground Fissure in Xi’an, China
Publication: International Journal of Geomechanics
Volume 23, Issue 10
Abstract
Ground fissure is the most common geological catastrophe phenomenon in Xi’an, posing a major security threat to the currently developing urban cloud rail transit system. In this paper, a 3D-FEM calculation model is established to study the influence of the intersection angles between the hidden ground fissure and the cloud rail on the deformation and failure characteristics of the structure. The findings indicate that the pile foundation is under tension in the main deformation area of the hanging wall of the ground fissure, and the negative friction zone (NFZ) appears below the neutral point (buried depth 18 m for intersection angle 30°). The pile foundation is under compression in the footwall, and the pressure it bears is less than the tensile force sustained by the hanging wall pile, and the NFZ is above the middle point. The NFZ of the pile foundation in the hanging wall and footwall increases as the intersection angle decreases. The pile foundation mainly undergoes vertical settlement, and the horizontal displacement is relatively small. The 3D movement of the pile foundation results in settlement and inclination of the superstructure of the cloud rail simply supported beam bridge, such as the pier and track beam. Therefore, the cloud rail bridge should span the ground fissure at a large angle as far as possible, and 3D adjustable support should be adopted to adjust the offset of the track beam caused by the ground fissure.
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Acknowledgments
The authors would like to acknowledge the financial support provided by the National Natural Science Foundation of China (No. 41372328) and the Shaanxi Innovation Capability Support Plan (No. 2021TD-50).
References
Ayalew, L., H. Yamagishi, and G. Reik. 2004. “Ground cracks in Ethiopian Rift Valley: Facts and uncertainties.” Eng. Geol. 75 (3–4): 309–324. https://doi.org/10.1016/j.enggeo.2004.06.018.
Budhu, M. 2011. “Earth fissure formation from the mechanics of groundwater pumping.” Int. J. Geomech. 11: 1–11. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000060.
Da-yu, G., and Z. S. Li. 2000. “Ground fissure hazards in USA and China.” Acta Seismol. Sin. 13 (4): 466–476. https://doi.org/10.1007/s11589-000-0029-4.
Fan, W., W. Xiong, J. B. Peng, J. Ma, and Q. B. Huang. 2010. “Model tests on segmental subway tunnel crossing ground fissure belt.” Chin. J. Geotech. Eng. 32 (1): 138–143.
Holzer, T. L., S. N. Davis, and B. E. Lofgren. 1979. “Faulting caused by ground water extraction in South Central Arizona.” J. Geol. Res. 84 (82): 603–612. https://doi.org/10.1016/0148-9062(79)90302-4.
Howard, K. W., and W. Zhou. 2019. “Overview of ground fissure research in China.” Environ. Earth Sci. 78 (3): 1–8. https://doi.org/10.1007/s12665-019-8114-6.
Hu, Z. P., J. B. Peng, Q. Y. Wang, Q. D. Zhu, and Z. R. Zhao. 2010. “Modeling test research on failure mechanism of shield tunnel crossing ground fissure with 60.” Chin. J. Rock Mech. Eng. 29 (1): 176–183.
Huang, C., and S. Huang. 2021. “Seismic resilience assessment of aging bridges with different failure modes.” Structures 33: 3682–3690. https://doi.org/10.1016/j.istruc.2021.06.066.
Huang, Q. B., J. B. Peng, H. W. Fan, P. M. Yang, and Y. M. Men. 2009a. “Metro tunnel hazards induced by active ground fissures in Xi’an and relevant control measures.” Chin. J. Geotech. Eng. 31 (5): 781–788.
Huang, Q. B., J. B. Peng, Y. L. Shi, and J. K. Yan. 2009b. “Experimental study on effect of active ground fissures on stress and displacement change laws of strata near metro tunnels.” Chin. J. Geotech. Eng. 31 (10): 1525–1532.
Jachens, R. C., and T. L. Holzer. 1982. “Differential compaction mechanism for earth fissures near Casa Grande, Arizona.” Geol. Soc. Am. Bull. 93 (10): 998–1012. https://doi.org/10.1130/0016-7606(1982)93%3C998:DCMFEF%3E2.0.CO;2.
Lee, C. F., J. M. Zhang, and Y. X. Zhang. 1996. “Evolution and origin of the ground fissures in Xian, China.” Eng. Geol. 43 (1): 45–55. https://doi.org/10.1016/0013-7952(95)00088-7.
Li, J., H. Zhang, and S. Chen. 2020. “Investigation of axle-span ratio and moving load speed affecting bridge extreme response using a moving load amplitude spectrum method.” Structures 28: 2633–2645. https://doi.org/10.1016/j.istruc.2020.10.034.
Li, R. W., D. S. Cao, H. Wu, and D. F. Wang. 2021. “Collapse analysis and damage evaluation of typical simply supported double-pier RC bridge under truck collision.” Structures 33: 3222–3238. https://doi.org/10.1016/j.istruc.2021.06.041.
Li, Y. L., J. C. Yang, and X. M. Hu. 2000. “Origin of ground fissures in the Shanxi Graben System, Northern China.” Eng. Geol. 55 (4): 267–275. https://doi.org/10.1016/S0013-7952(99)00082-4.
Liu, H. D., Q. B. Huang, M. Wu, and D. Z. Wang. 2013. “Numerical simulation of the bridge of high-speed railway passing though the active ground fissure with an angle of 45°.” Railway Constr. Technol. 1: 110–113.
Liu, N., Q. Huang, Y. Ma, R. Bulut, J. Peng, W. Fan, and Y. Men. 2017. “Experimental study of a segmented metro tunnel in a ground fissure area.” Soil Dyn. Earthquake Eng. 100: 410–416. https://doi.org/10.1016/j.soildyn.2017.06.018.
Lu, X., L. Xu, K. Wei, and L. Xu. 2022. “Transverse seismic damage mode identification of deteriorating simply-supported highway bridges.” Structures 38: 1529–1541. https://doi.org/10.1016/j.istruc.2022.03.009.
Ma, E., J. Lai, S. Xu, X. Shi, J. Zhang, and Y. Zhong. 2022. “Failure analysis and treatments of a loess tunnel being constructed in ground fissure area.” Eng. Fail. Anal. 134: 106034. https://doi.org/10.1016/j.engfailanal.2022.106034.
Pacheco, J., J. Arzate, E. Rojas, M. Arroyo, V. Yutsis, and G. Ochoa. 2006. “Delimitation of ground failure zones due to land subsidence using gravity data and finite element modeling in the Querétaro valley, México.” Eng. Geol. 84 (3–4): 143–160. https://doi.org/10.1016/j.enggeo.2005.12.003.
Pacheco-Martínez, J., M. Hernandez-Marín, T. J. Burbey, N. González-Cervantes, J. Á OrtízLozano, M. E. Zermeño-De-Leon, and A. Solís-Pinto. 2013. “Land subsidence and ground failure associated to groundwater exploitation in the Aguascalientes Valley Mexico.” Eng. Geol. 164 (18): 172–186. https://doi.org/10.1016/j.enggeo.2013.06.015.
Peng, J., Z. Fan, C. Liu, Q. Huang, J. Liu, H. Ren, and Z. Meng. 2019. “Experimental analysis of a high-speed-railway embankment intersecting steep ground fissures at different angles.” Acta Geotech. Slov. 16 (1): 13–29. https://doi.org/10.18690/actageotechslov.16.1.13-29.2019.
Peng, J., K. He, X. Tong, Q. Huang, and C. Liu. 2017a. “Failure mechanism of an underground metro tunnel intersecting steep ground fissure at low angle.” Int. J. Geomech. 17 (5): E4016006. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000677.
Peng, J. B., Q. B. Huang, Z. P. Hu, M. X. Wang, T. Li, Y. M. Men, and W. Fan. 2017b. “A proposed solution to the ground fissure encountered in urban metro construction in Xi’an, China.” Tunnelling Underground Space Technol. 61: 12–25. https://doi.org/10.1016/j.tust.2016.09.002.
Savage, J. S. 1976. “Surface deformation associated with dip slip faulting.” J. Geophys. Res. 71 (20): 4897–4904. https://doi.org/10.1029/JZ071i020p04897.
Shi, Y. L., Y. M. Men, J. B. Peng, Q. B. Huang, and H. J. Liu. 2009. “Damage test study of different types structures of bridge decks by ground-fissure.” Rock Soil Mech. 30 (10): 2917–2922.
Tahiri, M., A. Khamlichi, and M. Bezzazi. 2022. “Nonlinear analysis of the ballast influence on the train-bridge resonance of a simply supported railway bridge.” Structures 35: 303–313. https://doi.org/10.1016/j.istruc.2021.11.020.
Wang, L. Y. 2015. Model test of the effect of active ground fissure on high-speed railway bridge. Xi’an, China: Chang’an Univ.
Wang, Y., H. Jing, and H. Su. 2017. “Effect of a fault fracture zone on the stability of tunnel-surrounding rock.” Int. J. Geomech. 17 (6): 04016135. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000837.
Wang, Z. F., W. C. Cheng, and Y. Q. Wang. 2018. “Investigation into geohazards during urbanization process of Xi’an, China.” Nat. Hazard. 92 (3): 1937–1953. https://doi.org/10.1007/s11069-018-3280-5.
Wang, Z. F., S. L. Shen, W. C. Cheng, and Y. S. Xu. 2016. “Ground fissures in Xi’an and measures to prevent damage to the metro tunnel system due to geohazards.” Environ. Earth Sci. 75 (6): 1–11. https://doi.org/10.1007/s12665-015-5169-x.
Williams, F. M., M. A. J. Williams, and F. Aumento. 2004. “Tensional fissures and crustal extension rates in the northern part of the Main Ethiopian Rift.” J. Afr. Earth Sci. 38: 183–197. https://doi.org/10.1016/j.jafrearsci.2003.10.007.
Wu, Z., P. J. Barosh, D. Hu, Z. Wu, X. Zhao, P. Ye, and W. Jiang. 2004. “Hazards posed by active major faults along the Golmud–Lhasa railway route, Tibetan Plateau, China.” Eng. Geol. 74 (3–4): 163–182. https://doi.org/10.1016/j.enggeo.2004.02.004.
Yan, Y., Q. Huang, Y. Xie, T. Liu, Q. Xu, F. Fan, and Y. Wang. 2021. “Failure analysis of urban open-cut utility tunnel under ground fissures environment in Xi’an, China.” Eng. Fail. Anal. 127: 105529. https://doi.org/10.1016/j.engfailanal.2021.105529.
Zhang, D., Z. P. Hu, G. G. Lu, and R. Wang. 2020. “Experimental study on deformation mechanism of a utility tunnel in a ground fissure area.” Adv. Mater. Sci. Eng. 11: 1–15. https://doi.org/10.1155/2020/6758978.
Zhang, Y., Z. Wang, Y. Xue, J. Wu, and J. Yu. 2016. “Mechanisms for earth fissure formation due to groundwater extraction in the Su-Xi-Chang area, China.” Bull. Eng. Geol. Environ. 75 (2): 745–760. https://doi.org/10.1007/s10064-015-0775-0.
Zhao, H., F. Ma, Y. Zhang, and J. Guo. 2013. “Monitoring and mechanisms of ground deformation and ground fissures induced by cut-and-fill mining in the Jinchuan Mine 2, China.” Environ. Earth Sci. 68 (7): 1903–1911. https://doi.org/10.1007/s12665-012-1877-7.
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Received: Jul 12, 2022
Accepted: Apr 18, 2023
Published online: Aug 10, 2023
Published in print: Oct 1, 2023
Discussion open until: Jan 10, 2024
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