Advanced Search
  • 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引（EI）收录期刊
  • Scopus数据库收录期刊
Volume 41 Issue 8
Turn off MathJax
Article Contents
Abstract
References
Related Articles
LÜ Zhi-tao, XIA Cai-chu, LI Qiang, WANG Yue-song. Frost heave experiments on saturated sandstone under unidirectional freezing conditions in an open system and coupled THM frost heave model[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(8): 1435-1444. DOI: 10.11779/CJGE201908007
Citation: LÜ Zhi-tao, XIA Cai-chu, LI Qiang, WANG Yue-song. Frost heave experiments on saturated sandstone under unidirectional freezing conditions in an open system and coupled THM frost heave model[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(8): 1435-1444. DOI: 10.11779/CJGE201908007
shu

Frost heave experiments on saturated sandstone under unidirectional freezing conditions in an open system and coupled THM frost heave model

  • 1. Department of Geotechnical Engineering, College of Civil Engineering, Tongji University, Shanghai 200092, China;
    2. Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji University, Shanghai 200092, China

More Information
  • Received Date: July 01, 2018
  • Published Date: August 24, 2019
    Graphical Abstract
    • Abstract
  • To study the frost heave of rocks in cold regions under temperature gradient with water supply, the frost heave experiments on saturated sandstone under unidirectional freezing conditions are conducted in an open system. The results show that the variation process of the frost heave parallel to freezing direction can be divided into three stages during the freezing process of rocks under unidirectional freezing conditions in an open system, namely, thermal contraction stage, in-situ frost heave stage, and segregation frost heave stage. During the segregation frost heave stage, the frost front tends to be stable, and the frost heave increases continuously in an approximately linear relationship with time. Moreover, the frost heave calculated by water migration amount is close to the measured frost heave parallel to freezing direction during the segregation frost heave stage. The segregation frost heave rate increases with the increase of the average temperature gradient, and the location of the segregation ice is in a linear relationship with the average temperature gradient. Furthermore, a coupled THM frost heave model considering the in-situ frost heave of pore water and the segregation frost heave of migrating water is proposed. In the model, the calculation of the in-situ frost heave is based on the unfrozen water content, and a constraint coefficient is introduced to consider the constraint extent of the rock skeleton to the frost heave of the pore ice. Besides, the calculation of the segregation frost heave is based on the segregation potential theory. Comparisons between the experimental and calculated results show that the proposed THM frost heave model is reliable to calculate the frost heave of rocks under unidirectional freezing conditions in an open system, and to simulate the displacement mutation due to segregation ice layer. Therefore, the proposed THM frost heave model is applicable to the frost heave calculation of rock with frost susceptibility in cold regions.
    • FullText(HTML)
    • References (25)
  • [1]
    张俊儒, 仇文革. 昆仑山隧道冻胀力现场测试及其数据分析[J]. 岩土力学, 2006, 27(增刊1): 564-568.
    (ZHANG Jun-ru, QIU Wen-ge.In-situ test and data analysis of frost-heave force of Kunlun Mountain Tunnel[J]. Rock and Soil Mechanics, 2006, 27(S1): 564-568. (in Chinese))
    [2]
    陶履彬. 岩石冻胀性与其含水率关系的试验研究[C]//第一届华东岩土工程学术大会论文集. 无锡, 1990: 387-396.
    (TAO Lü-bing.Experimental study of the relationship between the frost heave ratio and the water content of the rock[C]// Proceedings of the First Session of the East China Geotechnical Conference. Wuxi, 1990: 387-396. (in Chinese))
    [3]
    康永水, 刘泉声, 赵军, 等. 岩石冻胀变形特征及寒区隧道冻胀变形模拟[J]. 岩石力学与工程学报, 2012, 31(12): 2518-2526.
    (KANG Yong-shui, LIU Quan-sheng, ZHAO Jun, et al.Research on frost deformation characteristics of rock and simulation of tunnel frost deformation in cold region[J]. Chinese Journal of Rock Mechanics and Engineering, 2012, 31(12): 2518-2526. (in Chinese))
    [4]
    MELLOR M.Phase composition of pore water in cold rocks[R]. Hanover: Cold Regions Research and Engineering Laboratory, 1970.
    [5]
    夏才初, 黄继辉, 韩常领, 等. 寒区隧道岩体冻胀率的取值方法和冻胀敏感性分级[J]. 岩石力学与工程学报, 2013, 32(9): 1876-1885.
    (XIA Cai-chu, HUANG Ji-hui, HAN Chang-ling, et al.Evaluation of the frost-heave ratio and classification of the frost heave susceptibility for rock mass around cold region tunnel[J]. Chinese Journal of Rock Mechanics and Engineering, 2013, 32(9): 1876-1885. (in Chinese))
    [6]
    MATSUOKA N.Mechanisms of rock breakdown by frost action:an experimental approach[J]. Cold Regions Science and Technology, 1990, 17(3): 253-270.
    [7]
    刘泉声, 黄诗冰, 康永水, 等. 低温饱和岩石未冻水含量与冻胀变形模型研究[J]. 岩石力学与工程学报, 2016, 35(10): 2000-2012.
    (LIU Quan-sheng, HUANG Shi-bing, KANG Yong-shui, et al.Study of unfrozen water content and frost heave model for saturated rock under low temperature[J]. Chinese Journal of Rock Mechanics and Engineering, 2016, 35(10): 2000-2012. (in Chinese))
    [8]
    LÜ Z, XIA C, LI Q.Experimental and numerical study on frost heave of saturated rock under uniform freezing conditions[J]. Journal of Geophysics and Engineering, 2018, 15(2): 593-612.
    [9]
    夏才初, 李强, 吕志涛, 等. 各向均匀与单向冻结条件下饱和岩石冻胀变形特性对比试验研究[J]. 岩石力学与工程学报, 2018, 37(2): 274-281.
    (XIA Cai-chu, LI Qiang, LÜ Zhi-tao, et al.Comparative experimental study on frost deformation characteristics of saturated rock under uniform freezing and uni-directional freezing conditions[J]. Chinese Journal of Rock Mechanics and Engineering, 2018, 37(2): 274-281. (in Chinese))
    [10]
    AKAGAWA S, FUKUDA M.Frost heave mechanism in welded tuff[J]. Permafrost and Periglacial Processes, 1991, 2(4): 301-309.
    [11]
    HALLET B, WALDER J, STUBBS C.Weathering by segregation ice growth in microcracks at sustained subzero temperatures: verification from an experimental study using acoustic emissions[J]. Permafrost and Periglacial Processes, 1991, 2(4): 283-300.
    [12]
    MURTON J, COUTARD J, LAUTRIDOU J, et al.Physical modelling of bedrock brecciation by ice segregation in permafrost[J]. Permafrost and Periglacial Processes, 2001, 12(3): 255-266.
    [13]
    MURTON J, PETERSON R, OZOUF J.Bedrock fracture by ice segregation in cold regions[J]. Science, 2006, 314: 1127-1129.
    [14]
    AKAGAWA S, SATOH M, KANIE S, et al.Effect of tensile strength on ice lens initiation temperature[C]//Cold Regions Engineering 2006. Orono, 2006: 1-12.
    [15]
    NAKAMURA D, GOTO T, SUZUKI T, et al.Basic study on the frost heave pressure of rocks: dependence of the location of frost heave on the strength of the rock[C]//Cold Regions Engineering 2012: Sustainable Infrastructure Development in a Changing Cold Environment. Quebec City, 2012: 124-133.
    [16]
    NEAUPANE K, YAMABE T, YOSHINAKA R.Simulation of a fully coupled thermo-hydro-mechanical system in freezing and thawing rock[J]. International Journal of Rock Mechanics and Mining Sciences, 1999, 36(5): 563-580.
    [17]
    KANG Y, LIU Q, HUANG S.A fully coupled thermo-hydro- mechanical model for rock mass under freezing/thawing condition[J]. Cold Regions Science and Technology, 2013, 95: 19-26.
    [18]
    DUCA S, ALONSO E, SCAVIA C.A permafrost test on intact gneiss rock[J]. International Journal of Rock Mechanics and Mining Sciences, 2015, 77: 142-151.
    [19]
    EVERETT D.The thermodynamics of frost damage to porous solids[J]. Transactions of the Faraday Society, 1961, 57: 1541-1551.
    [20]
    O’NEILL K, MILLER R. Exploration of a rigid ice model of frost heave[J]. Water Resources Research, 1985, 21(3): 281-296.
    [21]
    KONRAD J.Sixteenth Canadian Geotechnical Colloquium: Frost heave in soils: concepts and engineering[J]. Canadian Geotechnical Journal, 1994, 31(2): 223-245.
    [22]
    ZHOU J, WEI C, WEI H, et al. Experimental and theoretical characterization of frost heave and ice lenses[J]. Cold Regions Science and Technology, 2014, 104/105: 76-87.
    [23]
    TAN X, CHEN W, TIAN H, et al.Water flow and heat transport including ice/water phase change in porous media: Numerical simulation and application[J]. Cold Regions Science and Technology, 2011, 68(1/2): 74-84.
    [24]
    MICHALOWSKI R, ZHU M.Frost heave modelling using porosity rate function[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 2006, 30(8): 703-722.
    [25]
    KONRAD J.Prediction of freezing-induced movements for an underground construction project in Japan[J]. Canadian Geotechnical Journal, 2002, 39(6): 1231-1242.
    • Related Articles

  • Related Articles

    [1]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
    [2]ZHOU Feng-xi, GAO Guo-yao. Multi-field coupling process of heat-moisture-salt in unsaturated soil[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(5): 813-820. DOI: 10.11779/CJGE201905003
    [3]WANG Yi, WANG Zheng-zhong, LIU Quan-hong, XIAO Min. Experimental investigations on frost damage of canals caused by interaction between frozen soils and linings in cold regions[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(10): 1799-1808. DOI: 10.11779/CJGE201810006
    [4]CHEN Pei-pei, BAI Bing. Numerical simulation of moisture-heat coupling in porous media with circular heat source by SPH method[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(6): 1025-1030. DOI: 10.11779/CJGE201506008
    [5]HE Min, LI Ning, LIU Nai-fei. Analysis and validation of coupled heat-moisture-deformation model forsaturated frozen soils[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(10): 1858-1865.
    [6]Separate ice frost heave model for coupled moisture and heat transfer in saturated soils[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(11): 1746-1751.
    [7]Ice lens growth process involving coupled moisture and heat transfer during freezing of saturated soil[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(4).
    [8]Finite volume simulation for coupled moisture and heat transfer during soil freezing[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(3).
    [9]Yang DaiQuan, Shen Zhujiang. Modelling fully coupled moisture, air and heat transfer in unsaturated soils[J]. Chinese Journal of Geotechnical Engineering, 2000, 22(3): 357-361.
    [10]Guo Li, Miao Tiande, Zhang Hui, Niu Yonghong. Thermodynamic models of heat moisture migration in saturated freezing soil[J]. Chinese Journal of Geotechnical Engineering, 1998, 20(5): 90-94.
    • Supplements (0)

  • Cited by

    Periodical cited type(6)

    1. 张勇敢，鲁洋，刘斯宏，田金博，张思钰，方斌昕. 土工袋抑制膨胀土冻胀性能试验及机制探讨. 岩土力学. 2024(03): 759-768+796 .
    2. 赵庆吉，郭妍秀，杨甫权，海明威，张启，周彬，闫涵. 寒区水利工程膨胀土边坡冻胀特性研究. 水利科学与寒区工程. 2024(07): 1-4 .
    3. 上官云龙，薛东升，王罡. 延边地区膨胀土冻胀特性及起始冻胀含水率试验研究. 吉林建筑大学学报. 2024(04): 31-36 .
    4. 王家琪，刘志峰，张涛，肖智，薛磊，樊文虎. 单向冻结条件下饱和粉土局部冻胀特性研究. 金陵科技学院学报. 2024(04): 40-47 .
    5. 陆世锋，冯世进. 固相可降解土体多场耦合模型及有限体积法数值实现. 岩土工程学报. 2023(07): 1438-1450 . 本站查看
    6. 李星，顾鑫，夏晓舟，陈爱玖，章青. 考虑相变的近场动力学热-力耦合模型及多孔介质冻结破坏模拟. 力学学报. 2022(12): 3310-3318 .

    Other cited types(10)

Catalog

    Get Citation
    PDF
    XML
    Article views (302) PDF downloads (161) Cited by(16)
    Related
    Copyright © 2010 Editorial By Chinese Journal of Geotechnical Engineering 苏ICP备05007122号-11公安联网备案号：32010602011255
    Editorial Office address：34 Hujuguan,Nanjing 210024,ChinaPostal Code：210024Tel：025-85829534，85829556E-mail: ge@nhri.cn

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return