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Volume 45 Issue 5
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WANG Zili, LI Jinfeng, TENG Jidong, ZHANG Sheng, SHENG Daichao. THM coupled model for simulating frost heave based on a new water film pressure criterion[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(5): 997-1007. DOI: 10.11779/CJGE20220227
Citation: WANG Zili, LI Jinfeng, TENG Jidong, ZHANG Sheng, SHENG Daichao. THM coupled model for simulating frost heave based on a new water film pressure criterion[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(5): 997-1007. DOI: 10.11779/CJGE20220227
shu

THM coupled model for simulating frost heave based on a new water film pressure criterion

  • 1.

    College of Civil Engineering, Central South University, Changsha 410075, China

  • 2.

    National Engineering Research Center of High-Speed Railway Construction Technology, Changsha 410075, China

  • 3.

    School of Civil and Environmental Engineering, University of Technology Sydney, Sydney 2007, Australia

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  • Received Date: March 03, 2022
  • Available Online: May 18, 2023
    Graphical Abstract
    • Abstract
  • The frost heave and thaw settlement are the main frost damage in cold areas, which are the complex coupling process of water, temperature and stress fields. In this study, a coupled thermal-hydraulic-mechanical model is developed based on the water film theory, in which the temperature and void ratio of soils are the input variables. The novelty of this model is that the frozen water film pressure is used as the criterion for the generation of ice lens. The driving force of water migration is newly defined, and the frost heave includes the pristine frost heave and the amount of ice segregation. The fully coupled model is numerically solved based on the Matlab and COMSOL Multiphysics, generating the results of soil temperature, moisture, stress and the layered ice lens. The simulated results are then compared with those of the laboratory freezing tests, which shows that they match quite well and verify the validity of the proposed model. The simulation indicates that temperature gradient can promote the frost heave, and the overburden pressure can attract more water to the freezing front but decrease the amount of the frost heave. In addition, both the hydraulic conductivity and the compressive modulus have positive effects on the frost heave. The proposed model provides a new approach to understand the frost heave.
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    • References (28)
  • [1]
    TABER S. Frost heaving[J]. The Journal of Geology, 1929, 37(5): 428-461. doi: 10.1086/623637
    [2]
    MILLER R D. Freezing and heaving of saturated and unsaturated soils[J]. Highway Research Record, 1972, 393: 1-11
    [3]
    GILPIN R R. A model for the prediction of ice lensing and frost heave in soils[J]. Water Resources Research, 1980, 16(5): 918-930. doi: 10.1029/WR016i005p00918
    [4]
    FOWLER A C. Secondary frost heave in freezing soils[J]. SIAM Journal on Applied Mathematics, 1989, 49(4): 991-1008. doi: 10.1137/0149060
    [5]
    REMPEL A W, WETTLAUFER J S, WORSTER M G. Premelting dynamics in a continuum model of frost heave[J]. Journal of Fluid Mechanics, 2004, 498: 227-244. doi: 10.1017/S0022112003006761
    [6]
    KONRAD J M, MORGENSTERN N R. A mechanistic theory of ice lens formation in fine-grained soils[J]. Canadian Geotechnical Journal, 1980, 17(4): 473-486. doi: 10.1139/t80-056
    [7]
    HARLAN R L. Analysis of coupled heat-fluid transport in partially frozen soil[J]. Water Resources Research, 1973, 9(5): 1314-1323. doi: 10.1029/WR009i005p01314
    [8]
    TAYLOR G S, LUTHIN J N. A model for coupled heat and moisture transfer during soil freezing[J]. Canadian Geotechnical Journal, 1978, 15(4): 548-555. doi: 10.1139/t78-058
    [9]
    原国红. 季节冻土水分迁移的机理及数值模拟[D]. 长春: 吉林大学, 2006.

    YUAN Guohong. The Mechanism and Numerical Simulation of Water Transfer in Seasonal Freezing Soil[D]. Changchun: Jilin University, 2006. (in Chinese)
    [10]
    李智明. 冻土水热力场耦合机理研究与工程应用[D]. 哈尔滨: 哈尔滨工业大学, 2017.

    LI Zhiming. Study on Mechanisum of Moisture-Heat-Stress Coupling for Frozen Soil and Engineering Application[D]. Harbin: Harbin Institute of Technology, 2017. (in Chinese)
    [11]
    白青波, 李旭, 田亚护, 等. 冻土水热耦合方程及数值模拟研究[J]. 岩土工程学报, 2015, 37(增刊2): 131-136. http://manu31.magtech.com.cn/Jwk_ytgcxb/CN/abstract/abstract16270.shtml

    BAI Qingbo, LI Xu, TIAN Yahu, et al. Equations and numerical simulation for coupled water and heat transfer in frozen soil[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(S2): 131-136. (in Chinese) http://manu31.magtech.com.cn/Jwk_ytgcxb/CN/abstract/abstract16270.shtml
    [12]
    THOMAS H R, CLEALL P, LI Y C, et al. Modelling of cryogenic processes in permafrost and seasonally frozen soils[J]. Géotechnique, 2009, 59(3): 173-184. doi: 10.1680/geot.2009.59.3.173
    [13]
    ZHOU J Z, LI D. Numerical analysis of coupled water, heat and stress in saturated freezing soil[J]. Cold Regions Science & Technology, 2012, 72: 43-49.
    [14]
    HUANG X, RUDOLPH D L. Coupled model for water, vapour, heat, stress and strain fields in variably saturated freezing soils[J]. Advances in Water Resources, 2021, 154: 103945. doi: 10.1016/j.advwatres.2021.103945
    [15]
    LAI Y M, PEI W S, ZHANG M Y, et al. Study on theory model of hydro-thermal–mechanical interaction process in saturated freezing silty soil[J]. International Journal of Heat & Mass Transfer, 2014, 78: 805-819.
    [16]
    MING F, LI D Q. Experimental and theoretical investigations on frost heave in porous media[J]. Mathematical Problems in Engineering, 2015: 1-9.
    [17]
    曾桂军, 张明义, 李振萍, 等. 正冻土中冰透镜体形成力学判据的分析讨论[J]. 冰川冻土, 2015, 37(1): 192-201.

    ZENG Guijun, ZHANG Mingyi, LI Zhenping, et al. Review of mechanical criterion for formation office lens in freezing soil[J]. Journal of Glaciology and Geocryology, 2015, 37(1): 192-201. (in Chinese)
    [18]
    NIXON, DERICK J. Discrete ice lens theory for frost heave in soils[J]. Canadian Geotechnical Journal, 1991, 28(6): 843-859. doi: 10.1139/t91-102
    [19]
    TICE A R, ANDERSON D M, BANIN A. The prediction of unfrozen water contents in frozen soils from liquid limit determinations[C]// Symposium on Frost Action on Roads. Oslo, 1973.
    [20]
    季雨坤. 冰透镜体生长机制及水热力耦合冻胀特性研究[D]. 徐州: 中国矿业大学, 2019.

    JI Yu-kun. Ice Lens Growth Mechanism and Hydro-Thermal-Mechanical Coupling Research on Frost Heave[D]. Xuzhou: China University of Mining and Technology, 2019. (in Chinese)
    [21]
    ZHOU Y, ZHOU G Q. Intermittent freezing mode to reduce frost heave in freezing soils-experiments and mechanism analysis[J]. Canadian Geotechnical Journal, 2012, 49(6): 686-693. doi: 10.1139/t2012-028
    [22]
    SHENG D C, ZHANG S, YU Z, et al. Assessing frost susceptibility of soils using PCHeave[J]. Cold regions science and technology, 2013, 95(11): 27-38.
    [23]
    TENG J D, LIU J L, ZHANG S, et al. Frost heave in coarse-grained soils: experimental evidence and numerical modelling[J]. Géotechnique, 2022: 1-12
    [24]
    曹宏章. 饱和颗粒土冻结过程中的多场耦合研究[D]. 北京: 中国科学院研究生院, 2006.

    CAO Hongzhang. Research on Fields Coupling in Saturated Granular Soil Freezing Process[D]. Beijing: University of Chinese Academy of Sciences, 2006. (in Chinese)
    [25]
    TENG J D, YAN H, LIANG S, et al. Generalising the kozeny-carman equation to frozen soils[J]. Journal of Hydrology, 2020, 594: 125885.
    [26]
    徐学祖, 王家澄, 张立新. 冻土物理学[M]. 北京: 科学出版社, 2001.

    XU Xuezu, WANG Jiacheng, ZHANG Lixin. Permafrost Physics[M]. Beijing: Science Press, 2001. (in Chinese)
    [27]
    O'NEILL K, MILLER R D. Exploration of a rigid ice model of frost heave[J]. Water Resources Research, 1985, 21(3): 281-296.
    [28]
    周家作. 土在冻融过程中水、热、力的相互作用研究[D]. 北京: 中国科学院研究生院, 2012.

    ZHOU Jiazuo. Study on the Interaction of Water, Heat and Force in Soil during Freezing and Thawing[D]. Beijing: Graduate University of Chinese Academy of Sciences, 2012. (in Chinese)
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