118
Views
0
CrossRef citations to date
0
Altmetric
Research Articles

Dynamic behaviors of frozen silt under repeated traffic loading

, , ORCID Icon, , , & show all
Pages 1068-1089 | Received 22 Dec 2022, Accepted 13 Jul 2023, Published online: 28 Aug 2023

References

  • Arne Instanes. (2016). Incorporating climate warming scenarios in coastal permafrost engineering design – case studies from svalbard and northwest Russia. Cold Regions Science and Technology, 131, 76–87. https://doi.org/10.1016/j.coldregions.2016.09.004
  • Boris, K. B. (2019). Permafrost is warming at a global scale. Nature Communications, 10(1), 264. https://doi.org/10.1038/s41467-018-08240-4
  • Cai, Y. Q., Guo, L., Tardine, R. J., Yang, Z. X., & Wang, J. (2017). Stress-strain response of soft clay to traffic loading[J]. Geotechnique, https://doi.org/10.1680/jgeot.15.P.224
  • Dun, C., Wei, M., Yanhu, M., Dayan, W., Lele, L., Zhiwei, Z., & Cong, C. (2018). Stress-strain properties of frozen clay with consideration of major principal stress direction and coefficient of intermediate principal stress [J]. Journal of Harbin Institute of Technology, 50(6), 97–102. in Chinese.
  • Guide, J., Shuping, Z., Wei, M., et al. (2013). Deformation and strength of warm frozen soils under cyclic loading[J]. Chinese Journal of Geotechnical Engineering, 35(8), 1553–1558. in Chinese.
  • Guo, F. (2021). Qinghai-Tibet plateau wetting reduces permafrost thermal responses to climate warming. Earth and Planetary Science Letters, 562, 116858. https://doi.org/10.1016/j.epsl.2021.116858
  • Jan, H., Dmitry, S., Guy, D., et al. (2022). Impacts of permafrost degradation on infrastructure. Nature Reviews Earth & Environment, 3(1), 24–38. https://doi.org/10.1038/s43017-021-00247-8
  • Jiangu, Q., Yonggang, W., Zhenyu, Y., et al. (2016). Experimental identification of plastic shakedown behavior of saturated clay subjected to traffic loading with principal stress rotation. Engineering Geology, 214, 29–42. https://doi.org/10.1016/j.enggeo.2016.09.012
  • Jun, W., Lin, G., Yuanqiang, C., et al. (2013). Strain and pore pressure development on soft marine clay in triaxial tests with a large number of cycles. Ocean Engineering, 74, 125–132. https://doi.org/10.1016/j.oceaneng.2013.10.005
  • Kang, S., Xu, Y., You, Q., Flügel, W., Pepin, N., & Yao, T. (2010). Review of climate and cryospheric change in the Tibetan plateau. Environmental Research Letters, 5(1), 015101. https://doi.org/10.1088/1748-9326/5/1/015101
  • Lai, Y., Li, J., & Li, Q. (2012). Study on damage statistical constitutive model and stochastic simulation for warm ice-rich frozen silt. Cold Regions Science and Technology, 71, 102–110. https://doi.org/10.1016/j.coldregions.2011.11.001
  • Li, Q., Cui, K., Jing, X., et al. (2022). Influence of stress history on the cyclic behavior of compacted soils in the frozen state: Deviator stress history. Soil Dynamics and Earthquake Engineering, 153, 107074. https://doi.org/10.1016/j.soildyn.2021.107074
  • Li, Q., Ling, X., & Sheng, D. (2016). Elasto-plastic behaviour of frozen soil subjected to long-term low-level repeated loading, part II: Constitutive modelling. Cold Regions Science and Technology, 122, 58–70. https://doi.org/10.1016/j.coldregions.2015.11.009
  • Lin, G., Jun, W., Yuanqiang, C., et al. (2013). Undrained deformation behavior of saturated soft clay under long-term cyclic loading. Soil Dynamics and Earthquake Engineering, 50, 28–37. https://doi.org/10.1016/j.soildyn.2013.01.029
  • Ling, D., Zhang, F., Huang, Y., & Zhou, Y. (2017). Dynamic response analysis of inhomogeneous subgrade subjected to moving aircraft loads[J]. Chinese Journal of Geotechnical Engineering, 2, 97–109. in Chinese.
  • Ling, X., Zhu, Z., Zhang, F., et al. (2009). Dynamic elastic modulus for frozen soil from the embankment on beiluhe basin along the qinghai–Tibet railway. Cold Regions Science and Technology, 57(1), 7–12. https://doi.org/10.1016/j.coldregions.2009.01.004
  • Liu, J. K., Cui, Y. H., Liu, X., & Chang, D. (2020). Dynamic characteristics of warm frozen soil under direct shear test-comparison with dynamic triaxial test. Soil Dynamics and Earthquake Engineering, 133, 106114. https://doi.org/10.1016/j.soildyn.2020.106114
  • Liu, X., & Chen, B. (2000). Climatic warming in the Tibetan plateau during recent decades. International Journal of Climatology, 20(14), 1729–1742. https://doi.org/10.1002/1097-0088(20001130)20:14<1729::AID-JOC556>3.0.CO;2-Y
  • Ma, W., Niu, F. J., & Mu, Y. H. (2012). Basic research on the major permafrost projects in the qinghai-Tibet plateau [J]. Advances in Earth Science, 27(11), 1185–1191.
  • Monismith, C. L., Ogawa, N., & Freeme, C. (1975). Permanent deformation characteristics of subgrade soils due to repeated loading[J]. Transport Research Record, 537, 1–17.
  • Nelson, F. E., Anisimov, O. A., & Shiklomanov, N. I. (2001). Subsidence risk from thawing permafrost. Nature, 410(6831), 889–890. https://doi.org/10.1038/35073746
  • Niu, F. J., Luo, J., Lin, Z. J., et al. (2016). Thaw-induced slope failures and stability analyses in permafrost regions of the qinghai-Tibet plateau, China [J]. Landslides, 13(1), 55–65. https://doi.org/10.1007/s10346-014-0545-2
  • Powrie, W., Yang, Y. G., & Clayton, C. R. I. (2007). Stress changes in the ground below ballasted railway track during train passage. Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit, 221(2), 247–262. https://doi.org/10.1243/0954409JRRT95
  • Qi, Y., Yiqun, T., Bin, Y., et al. (2018). Cyclic stress-strain behaviour of soft clay under traffic loading through hollow cylinder apparatus: Effect of loading frequency[J]. Road Materials and Pavement Design, 142819.
  • Qingbai, W., Zhongqiong, Z., & Ge, L. (2021). Relationship between climate warming and engineering stability of permafrost on qinghai-Tibet plateau[J]. Journal of Engineering Geology, 29(2), 342–352.
  • Shen, M. D., Zhou, Z. W., & Zhang, S. J. (2022). Effect of stress path on mechanical behaviours of frozen subgrade soil. Road Materials and Pavement Design, 1061–1090. https://doi.org/10.1080/14680629.2020.1869583
  • Teng, J., Liu, J., Zhang, S., & Sheng, D. (2022). Frost heave in coarse-grained soils: Experimental evidence and numerical modelling. Géotechnique, Géotechnique), https://doi.org/10.1680/jgeot.21.00182
  • Teng, J., Shan, F., He, Z., Zhang, S., & Sheng, D. (2019). Experimental study of ice accumulation in unsaturated clean sand. Géotechnique, 69(3), 251–259. https://doi.org/10.1680/jgeot.17.P.208
  • Wang, C., & Chen, Y. (2007). Stress state variation and principal stress axes rotation of ground induced by moving loads[J]. Chinese Journal of Rock Mechanics and Engineering, 8, 1698–1704. in Chinese.
  • Wang, J. C., & Wu, Q. B. (2017). Settlement analysis of embankment-bridge transition section in the permafrost regions of qinghai-Tibet railway [J]. Cold Regions Science and Technology, 39(1), 79–85.
  • Wei, M., Duan, L., & Qingbai, W. (2008). Monitoring and analysis of embankment deformation in permafrost regions of qinghai-Tibet railway. Rock and Soil Mechanics, 29(3), 572–579. in Chinese.
  • Wu, Q. B., & Niu, F. J. (2013.). Permafrost changes and engineering stability in qinghai-xizang plateau[J]. Chinese Science Bulletin, 58(10), 1079–1094. https://doi.org/10.1007/s11434-012-5587-z
  • Wu, T., Cai, Y., Guo, L., et al. (2017). Influence of shear stress level on cyclic deformation behaviour of intact wenzhou soft clay under traffic loading. Engineering Geology, 228, 61–70. https://doi.org/10.1016/j.enggeo.2017.06.013
  • Wu, T., Jin, H., Guo, L., et al. (2022). Predicting method on settlement of soft subgrade soil caused by traffic loading involving principal stress rotation and loading frequency[J]. Soil Dynamics and Earthquake Engineering, 152, 107023. https://doi.org/10.1016/j.soildyn.2021.107023
  • Xu, X., Li, Q., & Xu, G. (2020). Investigation on the behavior of frozen silty clay subjected to monotonic and cyclic triaxial loading. Acta Geotechnica, 15(5), 1289–1302. https://doi.org/10.1007/s11440-019-00826-6
  • Yao, T., Thompson, L., Yang, W., Yu, W., Gao, Y., Guo, X., et al. (2012). Different glacier status with atmospheric circulations in Tibetan plateau and surroundings. Nature Climate Change, 2(9), 663–667. https://doi.org/10.1038/nclimate1580
  • Youwu, Z., Dongxin, G., Guoqing, Q., et al. (2000). China permafrost[M] (Vol. 1, pp. 12-13). Science Press.
  • Zhang, S., Lai, Y., Sun, Z., et al. (2011). An experimental study of the heat generated during cyclic compressive loading of frozen soils. Cold Regions Science and Technology, 67(3), 165–170. doi:10.1016/j.coldregions.2011.02.012
  • Zhao, Y., Lai, Y., Pei, W., et al. (2020). An anisotropic bounding surface elastoplastic constitutive model for frozen sulfate saline silty clay under cyclic loading. International Journal of Plasticity, 129, 102668. https://doi.org/10.1016/j.ijplas.2020.102668
  • Zhihua, G., Jian, S., Shujuan, Z., & Lijuan, L. (2009). Experimental study of the dynamic strength characteristics and residual strain of ice-rich frozen soil[J]. Journal of Glaciology and Geocryology, 31(6), 1143–1149.
  • Zhou, Z., Bai, R., Shen, M., et al. (2022). The effect of overconsolidation on monotonic and cyclic behaviours of frozen subgrade soil[J]. Transportation Geotechnics, 32, 10070. https://doi.org/10.1016/j.trgeo.2021.100710
  • Zhou, Z. W., Li, G. Y., Shen, M. D., & Wang, Q. Z. (2022). Dynamic responses of frozen subgrade soil exposed to freeze-thaw cycles. Soil Dynamics and Earthquake Engineering, 152, Article 107010. https://doi.org/10.1016/j.soildyn.2021.107010

Reprints and Corporate Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

To request a reprint or corporate permissions for this article, please click on the relevant link below:

Academic Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

Obtain permissions instantly via Rightslink by clicking on the button below:

If you are unable to obtain permissions via Rightslink, please complete and submit this Permissions form. For more information, please visit our Permissions help page.