• 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
HUANG Shi-bing, LIU Quan-sheng, LIU Yan-zhang, CHENG Ai-ping. Frost heaving pressure and characteristics of frost cracking in elliptical cavity (crack) of rock mass under coupled thermal-mechanical condition at low temperature[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(3): 459-467. DOI: 10.11779/CJGE201803009
Citation: HUANG Shi-bing, LIU Quan-sheng, LIU Yan-zhang, CHENG Ai-ping. Frost heaving pressure and characteristics of frost cracking in elliptical cavity (crack) of rock mass under coupled thermal-mechanical condition at low temperature[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(3): 459-467. DOI: 10.11779/CJGE201803009

Frost heaving pressure and characteristics of frost cracking in elliptical cavity (crack) of rock mass under coupled thermal-mechanical condition at low temperature

More Information
  • Received Date: January 16, 2017
  • Published Date: March 24, 2018
  • The frost heaving pressure is induced by water-ice phase transition in water-bearing cracks in addition to thermal stress at low temperature in rock engineering in cold regions. The freeze-thaw damage and cracking are caused by the combined action of frost heaving pressure with thermal stress. Considering the influence of thermal stress on elliptical cavity (crack), an analytical equation for the frost heaving pressure is deducted. Based on the maximum tensile-stress criterion, the maximum tensile stress and frost cracking angle on the elliptical cavity (crack) are derived. Besides, the critical condition for simplifying elliptical cavity to crack is also established under coupled thermo-mechanical condition at low temperature. Finally, the developed method for the equivalent thermal expansion coefficient is adopted to simulate the frost heaving pressure in crack and stress field at crack tip. The research results show that: (1) The maximum frost heaving pressure in the elliptical cavity is affected by the thermal expansion of rock, dip angle of crack, ratio of crack length to width χ and so on; (2) When χ≥10, the flat elliptical cavity can be simplified as the crack, and the frost cracking appears at the crack tip with obvious stress concentration; (3) The frost heaving pressure and stress field at crack tip can be well simulated by the developed method for the equivalent thermal expansion coefficient.
  • [1]
    徐彬, 李宁, 李仲奎, 等. 低温液化石油气和液化天然气储库及相关岩石力学研究进展[J]. 岩石力学与工程学报, 2013, 32(增刊2): 2977-2993.
    (XU Bin, LI Ning, LI Zhong-kui, et al.Low-temperature LPG storage caverns and related research review of rock mechanics[J]. Chinese Journal of Rock Mechanics and Engineering, 2013, 32(S2): 2977-2993. (in Chinese))
    [2]
    徐拴海, 李宁, 袁克阔, 等. 融化作用下含冰裂隙冻岩强度特性及寒区边坡失稳研究现状[J]. 冰川冻土, 2016, 38(4): 1106-1120.
    (XU Shuan-hai, LI Ning, Yuan Ke-kuo, et al.Strength behavior of frozen fractured ice-filled rock mass and research status of slope instability during thawing[J]. Journal of Glaciology and Geocryology, 2016, 38(4): 1106-1120. (in Chinese))
    [3]
    刘慧, 杨更社, 贾海梁, 等. 裂隙 (孔隙) 水冻结过程中岩石细观结构变化的实验研究[J]. 岩石力学与工程学报, 2016, 35(12): 2516-2524.
    (LIU Hui, YANG Geng-she, JIA Hai-liang, et al.Experimental study on meso-structure of rock in the process of crack (pore) water freezing[J]. Chinese Journal of Rock Mechanics and Engineering, 2016, 35(12): 2516-2524. (in Chinese))
    [4]
    刘泉声, 黄诗冰, 康永水, 等. 裂隙冻胀压力及对岩体造成的劣化机制初步研究[J]. 岩土力学, 2016, 37(6): 1530-1541.
    (LIU Quan-sheng, HUANG Shi-bing, KANG Yong-shui, et al.Preliminary study on frost heaving pressure in crack and the degradation mechanism of rock mass caused by this pressure[J]. Rock and Soil Mechanics, 2016, 37(6): 1530-1541. (in Chinese))
    [5]
    赵鹏, 唐红梅. 危岩主控结构面的冻胀力计算公式研究[J]. 重庆交通大学学报(自然科学版), 2008, 27(3): 420-423.
    (ZHAO Peng, TANG Hong-mei.Research on the damage mechanism due to freezing and thawing force of control fissure in perilous rock[J]. Journal of Chongqing Jiaotong University (Nature Science), 2008, 27(3): 420-423. (in Chinese))
    [6]
    刘泉声, 黄诗冰, 康永水, 等. 低温冻结岩体单裂隙冻胀力与数值计算研究[J]. 岩土工程学报, 2015, 37(9): 1572-1580.
    (LIU Quan-sheng, HUANG Shi-bing, KANG Yong-shui, et al.A numerical and theoretical study of frost heaving pressure in a single fracture of frozen rock mass under low temperature[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(9): 1572-1580. (in Chinese))
    [7]
    申艳军, 杨更社, 荣腾龙, 等. 低温环境下含表面裂隙硬岩温度场及冻胀演化过程分析[J]. 岩土力学, 2016, 37(增刊1): 521-529.
    (SHEN Yan-jun, YANG Geng-she, RONG Teng-long, et al.Analysis of evolution of temperature field and frost heaving in hard rock with surface cracks under low temperature environment[J]. Rock and Soil Mechanics, 2016, 37(S1): 521-529. (in Chinese))
    [8]
    BRIDGMAN P W.Water, in the liquid and five solid forms, under pressure[J]. Proceedings of the American Academy of Arts and Sciences, 1912, 47(13): 441-558.
    [9]
    WINKLER E M.Frost damage to stone and concrete: geological considerations[J]. Engineering Geology, 1968, 2(5): 315-323.
    [10]
    DAVIDSON G P, NYE J F.A photoelastic study of ice pressure in rock cracks[J]. Cold Regions Science and Technology, 1985, 11(2): 141-153.
    [11]
    AROSIO D, LONGONI L, MAZZA F, et al.Freeze–thaw cycle and rockfall monitoring[M]// Landslide Science and Practice, Berlin: Springer, 2013: 385-390.
    [12]
    刘泉声, 康永水, 刘小燕. 冻结岩体单裂隙应力场分析及热–力耦合模拟[J]. 岩石力学与工程学报, 2011, 30(2): 217-225.
    (LIU Quan-sheng, KANG Yong-shui, LIU Xiao-yan.Analysis of stress field and coupled thermo–mechanical simulation of single-fracture freezed rock masses[J]. Chinese Journal of Rock Mechanics and Engineering, 2011, 30(2): 217-225. (in Chinese))
    [13]
    申艳军, 杨更社, 荣腾龙, 等. 冻融循环作用下单裂隙类砂岩局部化损伤效应及端部断裂特性分析[J]. 岩石力学与工程学报, 2017, 37(3): 562-570.
    (SHEN Yan-jun, YANG Geng-she, RONG Teng-long, et al.Study on the localized damage effects of single-fractured quasi-sandstone and its joint-end fracture behaviors with cycles of freezing and thawing action[J]. Chinese Journal of Rock Mechanics and Engineering, 2017, 36(3): 562-570. (in Chinese))
    [14]
    DÖPPENSCHMIDT A, BUTT H J. Measuring the thickness of the liquid-like layer on ice surfaces with atomic force microscopy[J]. Langmuir, 2000, 16(16): 6709-6714.
    [15]
    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 Geotechnical Engineering, 2016, 35(10): 2000-2012. (in Chinese))
    [16]
    于天来, 袁正国, 黄美兰. 河冰力学性能试验研究[J]. 辽宁工程技术大学学报 (自然科学版), 2009, 28(6): 937-940.
    (YU Tian-lai, YUAN Zheng-guo, HUANG Mei-lan.Experimental study on mechanical behavior of river ice[J]. Journal of Liaoning Technical University (Nature Science), 2009, 28(6): 937-940. (in Chinese))
    [17]
    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))
    [18]
    NEAUPANE K M, 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.
  • Related Articles

    [1]LÜ Zhitao, WU Mingchao, DUAN Junyi, HUANG Yong. Phase-field modeling of frost propagation of cracks for rock mass under frost action[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(11): 2258-2267. DOI: 10.11779/CJGE20220871
    [2]ZHANG Chang-guang, GAO Ben-xian, SHAN Ye-peng, LI Zong-hui. Unified plastic solution for stress and displacement of tunnels in cold regions considering transversely isotropic frost heave[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(10): 1825-1831. DOI: 10.11779/CJGE202010007
    [3]LIU Hong-yan. Initiation mechanism of cracks of rock in compression and shear considering T-stress[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(7): 1296-1302. DOI: 10.11779/CJGE201907014
    [4]YANG Li-yun, DING Chen-xi, ZHENG Li-shuang, BAO Shi-jun, ZHANG Yong-jin, LIU Zhen-kun. Evolution of blasting cracks in different static compression fields[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(7): 1322-1327. DOI: 10.11779/CJGE201807020
    [5]LIU Quan-sheng, HUANG Shi-bing, KANG Yong-shui, PAN Yang, CUI Xian-ze. Numerical and theoretical studies on frost heaving pressure in a single fracture of frozen rock mass under low temperature[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(9): 1572-1580. DOI: 10.11779/CJGE201509003
    [6]XI Jing-yi, CHEN Zhong-hui, ZHU Di-jie, CHEN Qing-feng. Stress intensity factors and initiation of unequal collinear cracks in rock[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(4): 727-733. DOI: 10.11779/CJGE201504019
    [7]GAO Feng. Influence of static stress fields on vibration responses of a tunnel subjected to train loading[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(7): 1105-1109.
    [8]TANG Yiqun, HONG Jun, YANG Ping, WANG Jianxiu, HU Xiangdong. Frost-heaving behaviors of mucky clay by artificial horizontal freezing method[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(5): 772-776.
    [9]Lai Yuanming, Wu Ziwang, Zhu Yuanlin, Zhu Linnan. Nonlinear analyses for the couple problem of temperature, seepage and stress fields in cold region tunnels[J]. Chinese Journal of Geotechnical Engineering, 1999, 21(5): 529-533.
    [10]Yang Min, Wang Shujuan. The stress in soil under piled raft fondation[J]. Chinese Journal of Geotechnical Engineering, 1999, 21(1): 29-33.
  • 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

    Article views (393) PDF downloads (223) Cited by(16)
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return