Volume 14 Issue 4
Sep.  2023
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Peifeng He, Fujun Niu, Yunhui Huang, Saize Zhang, Chenglong Jiao. Distress Characteristics in Embankment-Bridge Transition Section of the Qinghai-Tibet Railway in Permafrost Regions[J]. International Journal of Disaster Risk Science, 2023, 14(4): 680-696. doi: 10.1007/s13753-023-00506-w
Citation: Peifeng He, Fujun Niu, Yunhui Huang, Saize Zhang, Chenglong Jiao. Distress Characteristics in Embankment-Bridge Transition Section of the Qinghai-Tibet Railway in Permafrost Regions[J]. International Journal of Disaster Risk Science, 2023, 14(4): 680-696. doi: 10.1007/s13753-023-00506-w

Distress Characteristics in Embankment-Bridge Transition Section of the Qinghai-Tibet Railway in Permafrost Regions

doi: 10.1007/s13753-023-00506-w
Funds:

This study was financially supported by the Second Tibetan Plateau Scientific Expedition and Research Program (STEP) (Grant No. 2019QZKK0905), the Strategic Priority Research Program of the Chinese Academy of Sciences (XDA19070504), and the Guangdong Provincial Key Laboratory of Modern Civil Engineering Technology (2021B1212040003).

  • Accepted Date: 2023-08-19
  • Publish Date: 2023-08-28
  • The Qinghai-Tibet Railway has been operating safely for 16 years in the permafrost zone and the railroad subgrade is generally stable by adopting the cooling roadbed techniques. However, settlement caused by the degradation of subgrade permafrost in the embankment-bridge transition sections (EBTS) is one of the most representative and severe distresses. A field survey on 440 bridges (including 880 EBTSs) was carried out employing terrestrial laser scanning and ground-penetrating radar for comprehensively assessing all EBTSs in the permafrost zone. The results show that the types of distresses of EBTSs were differential settlement, upheaval mounds of the protection-cone slopes, subsidence of the protection-cone slopes, surface cracks of the protection cones and longitudinal and transverse dislocation of the wing walls. The occurrence rates of these distresses were 78.93, 3.47, 11.56, 3.36, 21.18 and 4.56%, respectively. The most serious problem was differential settlement, and the average differential settlement amount (ADSA) was 15.3 cm. Furthermore, the relationships between differential settlement and 11 influencing factors were examined. The results indicate that ADSA is greater on the northern side of a bridge than on the southern side and on the sunny slope than on the shady slope. It is also greater in the high-temperature permafrost region than in the low-temperature permafrost region and in the high-ice content area than in the low-ice content area. The EBTSs are more influenced by ice content than by ground temperature. The ADSA increases when the embankment height increases, the particle size of subgrade soil decreases and the surface vegetation cover decreases.
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  • [1]
    Chai, M., Y. Mu, J. Zhang, W. Ma, G. Liu, and J. Chen. 2018. Characteristics of asphalt pavement damage in degrading permafrost regions:Case study of the Qinghai-Tibet Highway, China. Journal of Cold Regions Engineering 32(2):Article 05018003.
    [2]
    Chai, M., J. Zhang, W. Ma, Z. Yin, Y. Mu, and H. Zhang. 2019. Thermal influences of stabilization on warm and ice-rich permafrost with cement:Field observation and numerical simulation. Applied Thermal Engineering 148:536-543.
    [3]
    Cheng, G. 2005. A roadbed cooling approach for the construction of Qinghai-Tibet Railway. Cold Regions Science and Technology 42(2):169-176.
    [4]
    Cheng, G., Z. Sun, and F. Niu. 2008. Application of the roadbed cooling approach in Qinghai-Tibet Railway engineering. Cold Regions Science and Technology 53:241-258.
    [5]
    Cheng, G., B. Tong, and X. Luo. 2012. Two important problems of embankment construction in the section of massive ground ice. Journal of Glaciology and Geocryology 3:6-12.
    [6]
    Cheng, G., J. Zhang, Y. Sheng, and J. Chen. 2004. Principle of thermal insulation for permafrost protection. Cold Regions Science and Technology 40:71-79.
    [7]
    Choi, J. 2013. Influence of track support stiffness of ballasted track on dynamic wheel-rail forces. Journal of Transportation Engineering 139:709-718.
    [8]
    Doré, G., F. Niu, and H. Brooks. 2016. Adaptation methods for transportation infrastructure built on degrading permafrost. Permafrost and Periglacial Processes 27(4):352-364.
    [9]
    Feng, W., W. Ma, D. Li, and L. Zhang. 2006. Application investigation of awning to roadway engineering on the Qinghai-Tibet Plateau. Cold Regions Science and Technology 45:51-58.
    [10]
    Goering, D.J. 2003. Passively cooled railway embankments for use in permafrost areas. Journal of Cold Regions Engineering 17(3):119-133.
    [11]
    Indraratna, B., M.B. Sajjad, T. Ngo, A.G. Correia, and R. Kelly. 2019. Improved performance of ballasted tracks at transition zones:A review of experimental and modelling approaches. Transportation Geotechnics 21:Article 100260.
    [12]
    Jin, H., Z. Wei, S. Wang, Q. Yu, L. Lü, Q. Wu, and Y. Ji. 2008. Assessment of frozen-ground conditions for engineering geology along the Qinghai-Tibet Highway and Railway, China. Engineering Geology 101(3-4):96-109.
    [13]
    Konrad, J.M., and N. Lemieux. 2005. Influence of fines on frost heave characteristics of a well-graded base-course material. Canadian Geotechnical Journal 42(2):515-527.
    [14]
    Li, D., and D. Davis. 2005. Transition of railroad bridge approaches. Journal of Geotechnical and Geoenvironmental Engineering 131(11):1392-1398.
    [15]
    Li, J., Y. Sheng, J. Wu, Z. Feng, Z. Ning, X. Hu, and X. Zhang. 2016. Landform-related permafrost characteristics in the source area of the Yellow River, eastern Qinghai-Tibet Plateau. Geomorphology 269:104-111.
    [16]
    Li, S., Z. Wang, Y. Zhang, Y. Wang, and F. Liu. 2016b. Comparison of socioeconomic factors between surrounding and non-surrounding areas of the Qinghai-Tibet Railway before and after its construction. Sustainability 8:Article 776.
    [17]
    Li, R., M. Zhang, P. Konstantinov, W. Pei, O. Tregubov, and G. Li. 2022. Permafrost degradation induced thaw settlement susceptibility research and potential risk analysis in the Qinghai-Tibet Plateau. CATENA 214:Article 106239.
    [18]
    Lin, Z., C.R. Burn, F. Niu, J. Luo, M. Liu, and G. Yin. 2015. The thermal regime, including a reversed thermal offset, of arid permafrost sites with variations in vegetation cover density, Wudaoliang Basin, Qinghai-Tibet Plateau. Permafrost and Periglacial Processes 26(2):142-159.
    [19]
    Lin, Z., F. Niu, and J. Xu. 2008. Secondary freezing-thawing hazards and analysis on their causes along permafrost regions Qinghai-Tibet Railway roadbed. Journal of Engineering Geology 16:666-673.
    [20]
    Liu, J., W. Bao, L. Bao, and J. Ge. 2004. A new structure of roadbed-abutment transition part on permafrost. Journal of Glaciology and Geocryology 26:210-214.
    [21]
    Liu, J., B. Tai, and J. Fang. 2019. Ground temperature and deformation analysis for an expressway embankment in warm permafrost regions of the Tibet Plateau. Permafrost and Periglacial Processes 30(3):208-221.
    [22]
    Luo, L., W. Ma, Y. Zhuang, Y. Zhang, S. Yi, J. Xu, Y. Long, and D. Ma et al. 2018. The impacts of climate change and human activities on alpine vegetation and permafrost in the Qinghai-Tibet Engineering Corridor. Ecological Indicator 93:24-35.
    [23]
    Luo, J., F. Niu, Z. Lin, M. Liu, G. Yin, and Z. Gao. 2022. Abrupt increase in thermokarst lakes on the central Tibetan Plateau over the last 50 years. CATENA 217:Article 106497.
    [24]
    Ma, W., Y. Mu, Q. Wu, Z. Sun, and Y. Liu. 2011. Characteristics and mechanisms of embankment deformation along the Qinghai-Tibet Railway in permafrost regions. Cold Regions Science and Technology 67(3):178-186.
    [25]
    Mei, Q.-H., J. Chen, J.-C. Wang, X. Hou, J.-Y. Zhao, S.-H. Zhang, H.-M. Dang, and J.-W. Gao. 2021. Strengthening effect of crushed rock revetment and thermosyphons in a traditional embankment in permafrost regions under warming climate. Advances in Climate Change Research 12(1):66-75.
    [26]
    Mishra, D., H. Boler, E. Tutumluer, W. Hou, and J.P. Hyslip. 2017. Deformation and dynamic load amplification trends at railroad bridge approaches:Effects caused by high-speed passenger trains. Transportation Research Record 2607:43-53.
    [27]
    Mu, Y., W. Ma, G. Li, F. Niu, Y. Liu, and Y. Mao. 2018. Impacts of supra-permafrost water ponding and drainage on a railway embankment in continuous permafrost zone, the interior of the Qinghai-Tibet Plateau. Cold Regions Science and Technology 154:23-31.
    [28]
    Nan, Z., S. Li, and G. Cheng. 2005. Prediction of permafrost distribution on the Qinghai-Tibet Plateau in the next 50 and 100 years. Science in China Series D:Earth Science 48:797-804.
    [29]
    Ni, J., T. Wu, X. Zhu, X. Wu, Q. Pang, D. Zou, J. Chen, R. Li, et al. 2021. Risk assessment of potential thaw settlement hazard in the permafrost regions of Qinghai-Tibet Plateau. Science of the Total Environment 776:Article 145855.
    [30]
    Niu, F., Z. Lin, J. Lu, H. Liu, and Z. Xu. 2011. Characteristics of roadbed settlement in embankment-bridge transition section along the Qinghai-Tibet Railway in permafrost regions. Cold Regions Science and Technology 65(3):437-445.
    [31]
    Ran, Y., X. Li, and G. Cheng. 2018. Climate warming over the past half century has led to thermal degradation of permafrost on the Qinghai-Tibet Plateau. The Cryosphere 12:595-608.
    [32]
    Tai, B., Q. Wu, Z. Zhang, and X. Xu. 2020. Cooling performance and deformation behavior of crushed-rock embankments on the Qinghai-Tibet Railway in permafrost regions. Engineering Geology 265:Article 105453.
    [33]
    Tang, C., Z. Zhu, F. Luo, Z. He, Z. Zou, and Z. Guo. 2021. Deformation behaviour and influence mechanism of thaw consolidation of embankments on the Qinghai-Tibet Railway in permafrost regions. Transportation Geotechnics 28:Article 100513.
    [34]
    Varandas, J.N., P. Hölscher, and M.A.G. Silva. 2011. Dynamic behaviour of railway tracks on transitions zones. Computers and Structures 89(13-14):1468-1479.
    [35]
    Vecellio, D.J., C.J. Nowotarski, and O.W. Frauenfeld. 2019. The role of permafrost in Eurasian land-atmosphere interactions. Journal of Geophysical Research:Atmospheres 124:11644-11660.
    [36]
    Wang, J., and Q. Wu. 2017. Settlement analysis of embankment-bridge transition section in the permafrost regions of Qinghai-Tibet Railway. Journal of Glaciology and Geocryology 39:79-85.
    [37]
    Wang, T., Z. Yue, C. Ma, and Z. Wu. 2014. An experimental study on the frost heave properties of coarse grained soils. Transportation Geotechnics 1(3):137-144.
    [38]
    Wang, H., H. Zhang, M. Chai, J. Zhang, Z. Sun, and G. Li. 2022. Analysis of necessity and feasibility for ground improvement in warm and ice-rich permafrost regions. Advances in Civil Engineering 2022:Article e7652371.
    [39]
    Wen, Z., Y. Sheng, W. Ma, J. Qi, and J. Wu. 2005. Analysis on effect of permafrost protection by two-phase closed thermosyphon and insulation jointly in permafrost regions. Cold Regions Science and Technology 43(3):150-163.
    [40]
    Wu, Q., Y. Liu, and Z. Hu. 2011. The thermal effect of differential solar exposure on embankments along the Qinghai-Tibet Railway. Cold Regions Science and Technology 66(1):30-38.
    [41]
    Wu, Q., Y. Sheng, Q. Yu, J. Chen, and W. Ma. 2020. Engineering in the rugged permafrost terrain on the roof of the world under a warming climate. Permafrost and Periglacial Processes 31(3):417-428.
    [42]
    Wu, Q., H. Zhao, Z. Zhang, J. Chen, and Y. Liu. 2020. Long-term role of cooling the underlying permafrost of the crushed rock structure embankment along the Qinghai-Xizang Railway. Permafrost and Periglacial Processes 31(1):172-183.
    [43]
    Yu, W., W. Liu, L. Chen, X. Yi, F. Han, and D. Hu. 2016. Evaluation of cooling effects of crushed rock under sand-filling and climate warming scenarios on the Tibet Plateau. Applied Thermal Engineering 92:130-136.
    [44]
    Zhang, S., F. Niu, J. Wang, and T. Dong. 2021. Evaluation of damage probability of railway embankments in permafrost regions in Qinghai-Tibet Plateau. Engineering Geology 284:Article 106027.
    [45]
    Zhang, S., F. Niu, S. Wang, Y. Sun, J. Wang, and T. Dong. 2022. Risk assessment of engineering diseases of embankment-bridge transition section for railway in permafrost regions. Permafrost and Periglacial Processes 33(1):46-62.
    [46]
    Zhang, Z., M. Wang, X. Liu, C. Wang, H. Zhang, Y. Tang, and B. Zhang. 2019. Deformation feature analysis of Qinghai-Tibet Railway using TerraSAR-X and Sentinel-1A time-series interferometry. IEEE Journal of Selected Topics in Applied Earth Observations and Remote Sensing 12(12):5199-5212.
    [47]
    Zhang, M., X. Zhang, X. Xu, J. Lu, W. Pei, and Z. Xiao. 2017. Water-heat migration and frost-heave behavior of a saturated silty clay with a water supply. Experimental Heat Transfer 30(6):517-529.
    [48]
    Zhao, H., Q. Wu, and Z. Zhang. 2019. Long-term cooling effect of the crushed rock structure embankments of the Qinghai-Tibet Railway. Cold Regions Science and Technology 160:21-30.
    [49]
    Zhao, L., D. Zou, G. Hu, E. Du, Q. Pang, Y. Xiao, R. Li, and Y. Sheng et al. 2020. Changing climate and the permafrost environment on the Qinghai-Tibet (Xizang) Plateau. Permafrost and Periglacial Processes 31(3):396-405.
    [50]
    Zhu, Z., C. Tang, Y. Ma, F. Luo, B. Luo, Z. Zou, Z. Guo, and X. Jang. 2022. Train-induced vibration and subsidence prediction of the permafrost subgrade along the Qinghai-Tibet Railway. Soil Dynamics Earthquake Engineering 162:Article 107433.
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