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Volume 44 Issue S2
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ZHANG Chen, WANG Yi, HAN Xiao-feng, JIN Long. Numerical simulation of frost-heave process in lining canals considering contact behaviors of damage effects[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(S2): 188-193. DOI: 10.11779/CJGE2022S2041
Citation: ZHANG Chen, WANG Yi, HAN Xiao-feng, JIN Long. Numerical simulation of frost-heave process in lining canals considering contact behaviors of damage effects[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(S2): 188-193. DOI: 10.11779/CJGE2022S2041
shu

Numerical simulation of frost-heave process in lining canals considering contact behaviors of damage effects

  • 1.

    Geotechnical Engineering Department, Nanjing Hydraulic Research Institute, Nanjing 210024, China

  • 2.

    Nanjing Hydraulic Research Institute, Nanjing 210029, China

  • 3.

    Xinjiang Institute of Water Resources and Hydropower Research, 830000, China

More Information
  • Received Date: December 07, 2022
  • Available Online: March 26, 2023
    Graphical Abstract
    • Abstract
  • The lining canals in cold regions are vulnerable to frost injury, and its failure mode is related to the structure and interaction between the linings and the ground soils. In order to simulate that interaction, the method of "cold expansion and heat contraction" is used to reflect the normal freezing stress. Based on this, the setting method for simulating the parameters is given. The numerical results show that a sliding deformation and failure criterion between the lining slabs and the frozen soils can be reflected by setting the viscous behaviors of contact surface. Based on the above studies, the frost-heave characteristics of monolithic and fabricated lining canals are discussed.
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    • References (14)
  • [1]
    邓铭江. 中国西北"水三线"空间格局与水资源配置方略[J]. 地理学报, 2018, 73(7): 1189–1203. https://www.cnki.com.cn/Article/CJFDTOTAL-DLXB201807002.htm

    DENG Ming-jiang. "Three Water Lines" strategy: its spatial patterns and effects on water resources allocation in northwest China[J]. Acta Geographica Sinica, 2018, 73(7): 1189–1203. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-DLXB201807002.htm
    [2]
    蔡正银, 张晨, 朱洵, 等. 高寒区长距离供水工程能力提升与安全保障技术[J]. 岩土工程学报, 2022, 44(7): 1239–1254, I0008. doi: 10.11779/CJGE202207005

    CAI Zheng-yin, ZHANG Chen, ZHU Xun, et al. Improvement of capacity and safety protection technology for long-distance water delivery projects in cold regions[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(7): 1239–1254, I0008. (in Chinese) doi: 10.11779/CJGE202207005
    [3]
    杨开林. 长距离输水水力控制的研究进展与前沿科学问题[J]. 水利学报, 2016, 47(3): 424–435. https://www.cnki.com.cn/Article/CJFDTOTAL-SLXB201603019.htm

    YANG Kai-lin. Review and frontier scientific issues of hydraulic control for long distance water diversion[J]. Journal of Hydraulic Engineering, 2016, 47(3): 424–435. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-SLXB201603019.htm
    [4]
    赵联桢, 陈生水, 杨东全, 等. 冻砂土-结构接触面恒温循环剪切性能研究[J]. 水利水运工程学报, 2016(1): 93–99. https://www.cnki.com.cn/Article/CJFDTOTAL-SLSY201601014.htm

    ZHAO Lian-zhen, CHEN Sheng-shui, YANG Dong-quan, et al. Cyclic shear property studies on frozen silt-structure interface under constant temperature[J]. Hydro-Science and Engineering, 2016(1): 93–99. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-SLSY201601014.htm
    [5]
    何鹏飞, 马巍, 穆彦虎, 等. 冻融循环对冻土–混凝土界面冻结强度影响的试验研究[J]. 岩土工程学报, 2020, 42(2): 299–307. doi: 10.11779/CJGE202002011

    HE Peng-fei, MA Wei, MU Yan-hu, et al. Experiment study on effects of freeze-thaw cycles on adfreezing strength at frozen soil-concrete interface[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(2): 299–307. (in Chinese) doi: 10.11779/CJGE202002011
    [6]
    王羿, 王正中, 刘铨鸿, 等. 寒区输水渠道衬砌与冻土相互作用的冻胀破坏试验研究[J]. 岩土工程学报, 2018, 40(10): 1799–1808. doi: 10.11779/CJGE201810006

    WANG Yi, WANG Zheng-zhong, LIU Quan-hong, et al. 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. (in Chinese) doi: 10.11779/CJGE201810006
    [7]
    ZHAO L Z, YANG P, WANG, J G, et al. Cyclic direct shear behaviors of frozen soil-structure interface under constant normal stiffness condition[J]. Cold Regions Science and Technology, 2014, 102: 52–62.
    [8]
    费康, 张建伟. ABAQUS在岩土工程中的应用[M]. 北京: 中国水利水电出版社, 2010.

    FEI Kang, ZHANG Jian-wei. Application of ABAQUS in Geotechnical Engineering[M]. Beijing: China Water Resources and Hydropower Press, 2010. (in Chinese)
    [9]
    杨平, 赵联桢, 王国良. 冻土与结构接触面循环剪切损伤模型[J]. 岩土力学, 2016, 37(5): 1217–1223. https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201605001.htm

    YANG Ping, ZHAO Lian-zhen, WANG Guo-liang. A damage model for frozen soil-structure interface under cyclic shearing[J]. Rock and Soil Mechanics, 2016, 37(5): 1217–1223. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201605001.htm
    [10]
    张晨, 蔡正银, 黄英豪, 等. 输水渠道冻胀离心模拟试验[J]. 岩土工程学报, 2016(1): 109–117. doi: 10.11779/CJGE201601011

    ZHANG Chen, CAI Zheng-yin, HUANG Ying-hao, et al. Centrifuge modelling of frost-heave of canals[J]. Chinese Journal of Geotechnical Engineering, 2016(1): 109–117. (in Chinese) doi: 10.11779/CJGE201601011
    [11]
    李爽, 王正中, 高兰兰, 等. 考虑混凝土衬砌板与冻土接触非线性的渠道冻胀数值模拟[J]. 水利学报, 2014, 45(4): 497–503. https://www.cnki.com.cn/Article/CJFDTOTAL-SLXB201404016.htm

    LI Shuang, WANG Zheng-zhong, GAO Lan-lan, et al. Numerical simulation of canal frost heaving considering nonlinear contact between concrete lining board and soil[J]. Journal of Hydraulic Engineering, 2014, 45(4): 497–503. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-SLXB201404016.htm
    [12]
    蔡正银, 吴志强, 黄英豪, 等. 含水率和含盐量对冻土无侧限抗压强度影响的试验研究[J]. 岩土工程学报, 2014, 36(9): 1580–1586. doi: 10.11779/CJGE201409002

    CAI Zheng-yin, WU Zhi-qiang, HUANG Ying-hao, et al. Influence of water and salt contents on strength of frozen soils[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(9): 1580–1586. (in Chinese) doi: 10.11779/CJGE201409002
    [13]
    王文杰, 王正中, 李爽, 等. 季节冻土区衬砌渠道换填措施防冻胀数值模拟[J]. 干旱地区农业研究, 2013, 31(6): 83–89. https://www.cnki.com.cn/Article/CJFDTOTAL-GHDQ201306016.htm

    WANG Wen-jie, WANG Zheng-zhong, LI Shuang, et al. Numerical simulation of anti-frozen heave by replace-filling measures for lined canal in seasonal frozen soil region[J]. Agricultural Research in the Arid Areas, 2013, 31(6): 83–89. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-GHDQ201306016.htm
    [14]
    蔡正银. 咸寒区渠道冻害评估与处治技术[M]. 北京: 科学出版社, 2015.

    CAI Zheng-yin. Evaluation and Treatment of Freezing Damage in Channels in Salty And Cold Areas[M]. Beijing: Science Press, 2015. (in Chinese)
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