HAN Long-wu, CAI Han-cheng, CHENG Jia, ZHAO Xiang-qing, JIANG Kai. Freezing and thawing characteristics of seasonal frozen soil along Moscow-Kazan High-Speed Railway[J]. Journal of Traffic and Transportation Engineering, 2018, 18(3): 44-55. doi: 10.19818/j.cnki.1671-1637.2018.03.005
Citation: HAN Long-wu, CAI Han-cheng, CHENG Jia, ZHAO Xiang-qing, JIANG Kai. Freezing and thawing characteristics of seasonal frozen soil along Moscow-Kazan High-Speed Railway[J]. Journal of Traffic and Transportation Engineering, 2018, 18(3): 44-55. doi: 10.19818/j.cnki.1671-1637.2018.03.005

Freezing and thawing characteristics of seasonal frozen soil along Moscow-Kazan High-Speed Railway

doi: 10.19818/j.cnki.1671-1637.2018.03.005
More Information
  • Author Bio:

    HAN Long-wu(1970-), male, senior engineer, hanlongwu@163.com

  • Received Date: 2018-02-15
  • Publish Date: 2018-06-25
  • According to the geomorphologic unit, micro-geomorphology, stratigraphic lithology and hydrogeological conditions and other factors, 14 monitoring sites were established in seasonal frozen soil areas along the Moscow-Kazan High-Speed Railway, which is 770 km long. FromOctober 1, 2016 to April 26, 2017, the lithology, density and moisture content of seasonal frozen soil, groundwater level, earth temperature, air temperature near the ground surface, snow thickness, and snow density were continuously measured once every 10 days. Based on the measuring data, the freezing and thawing characteristics of seasonal frozen soil along the railway were studied. Research result shows that in the seasonal frozen soil region along the MoscowKazan High-Speed Railway, snow cover lasts from late October to following April. Snow cover thickness varies from 20.2 to 38.2 cm and the average value is 27.3 cm. The maximum snow cover thickness varies from 25 to 60 cm, occurs in early to middle February, and the average value is 44.4 cm. The soil starts to freeze from middle November to late November, and thaws completely from early March to following middle April. The unfrozen time lasts from 100 to 165 days, and the average time is 122 days. The freezing rate of the soil changes from 0.27 to 1.20 cm·d-1, and the average value is 0.50 cm·d-1. The thawing rate changes from 0.27 to 2.52 cm·d-1, and the average value is 1.14 cm·d-1. In the freezing period of the soil, snow cover reduces the freezing rate of the soil. In thawing period of the soil, snow cover delays the thawing beginning time of the soil from the top to the bottom, also reduces the thawing thickness of the soil from the top to the bottom, and changes the double-direction thawing between the top and the bottom into the single-direction thawing from the bottom to the top. Along the Moscow-Kazan HighSpeed Railway, the maximum average freezing depth of the soil is 0.45 m within the range of 0.19-0.90 munder natural conditions, which generally occurs in early or middle February. Snow cover can reduce the seasonal freezing depth of the soil, and the reduction is 22.2%-32.6% when the thickness of snow cover is 26.1-28.6 cm. Snow cover has both cooling and insulating effect on the soil in the periods of early snow formation and late snow melting, but the cooling effect is major. However, in the stable period of snow cover, the insulating effect is major. Snow cover has a substantial insulating effect on the soil temperature, and the influencing depth and extent depend on the moisture content of the soil. The higher the moisture content is, the less the influencing depth and extent are, and vice versa.

     

  • loading
  • [1]
    Moscow State University Geophysics Co., Ltd. Monitoring report of seasonally frozen soil characteristics and its influence on Moscow-Kazan High-Speed Railway[R]. Moscow: Moscow State University Geophysics Co., Ltd., 2017.
    [2]
    WU Qing-bai, ZHANG Ting-jun. Changes in active layer thickness over the Qinghai-Tibetan Plateau from 1995to 2007[J]. Journal of Geophysical Research, 2010, 115: 1-12.
    [3]
    ZHAO Guo-tang. Study on management standard of frost heaving of ballastless track subgrade on high-speed railway in severe cold regions[J]. Journal of the China Railway Society, 2016, 38 (3): 1-8. (in Chinese). doi: 10.3969/j.issn.1001-8360.2016.03.001
    [4]
    CAI De-gou. Test on frost heaving spatial-temporal distribution of high speed railway subgrade in seasonal frozen soil region[J]. China Railway Science, 2016, 37 (3): 16-21. (in Chinese). doi: 10.3969/j.issn.1001-4632.2016.03.003
    [5]
    SHI Gang-qiang, ZHAO Shi-yun, LI Xian-ming, et al. The frost heaving deformation of high-speed railway subgrades in cold regions: monitoring and analyzing[J]. Journal of Glaciology and Geocryology, 2014, 36 (2): 360-368. (in Chinese). doi: 10.7522/j.issn.1000-0240.2014.0044
    [6]
    XIONG Zhi-wen, JIN Lan, CHENG Jia, et al. Experimental study on frost heaving characteristics of improved coarse grain filling for high speed railway[J]. China Railway Science, 2015, 36 (5): 1-6. (in Chinese). doi: 10.3969/j.issn.1001-4632.2015.05.01
    [7]
    SHI Gang-qiang, ZHANG Yu-zhi, ZHAO Shi-yun, et al. Analysis of high-speed railway roadbed settlement in seasonally frozen regions[J]. Applied Mechanics and Materials, 2012, 204-208: 1740-1743. doi: 10.4028/www.scientific.net/AMM.204-208.1740
    [8]
    LI Jin-ping, ZHANG Juan, CHEN Jian-bing, et al. Evolution laws and failure characteristics of subgrade deformation in alpine permafrost region[J]. Journal of Traffic and Transportation Engineering, 2016, 16 (4): 78-87. (in Chinese). doi: 10.3969/j.issn.1671-1637.2016.04.008
    [9]
    YUE Zu-run, WANG ian-liang, T MA Chao, et al. Frost heave control of fine round gravel fillings in deep seasonal frozen regions[J]. Sciences in Cold and Arid Regions, 2013, 5 (4): 425-432. doi: 10.3724/SP.J.1226.2013.00425
    [10]
    KONRAD J M, LEMIEUX N. Influence of fines on frost heave characteristics of a well-graded base-course material[J]. Canadian Geotechnical Journal, 2005, 42 (2): 515-527. doi: 10.1139/t04-115
    [11]
    KONRAD J M. Freezing-induced water migration in compacted base-course materials[J]. Canadian Geotechnical Journal, 2008, 45 (7): 895-909. doi: 10.1139/T08-024
    [12]
    ZHANG Yu-zhi, DU Yan-liang, SUN Bao-chen, et al. Roadbed deformation of high-speed railway due to freezingthawing process in seasonally frozen regions[J]. Chinese Journal of Rock Mechanics and Engineering, 2014, 33 (12): 2546-2553. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX201412021.htm
    [13]
    MU Shen, LADANYI B. Modeling of coupled heat, moisture and stress field in freezing soil[J]. Cold Regions Science and Technology, 1987, 14 (3): 237-246. doi: 10.1016/0165-232X(87)90016-4
    [14]
    TAI Bo-wen, LIU Jian-kun, LI Xu, et al. Numerical model of frost heaving and anti-frost heave measures of high speed railway subgrade in cold region[J]. China Railway Science, 2017, 38 (3): 1-9. (in Chinese). doi: 10.3969/j.issn.1001-4632.2017.03.01
    [15]
    YUE Zu-run, TAI Bo-wen, SUN Tie-cheng. Analysis of temperature field characteristics based on subgrade site measurements of Harbin-Qiqihar High-Speed Railway in a deep seasonal frozen soil region[J]. Sciences in Cold and Arid Regions, 2015, 7 (5): 547-553.
    [16]
    JIN Ming, LI Yi, LIU Xian-de, et al. Interannual variation characteristics of seasonal frozen soil in upper-middle reaches of Heihe River in Qilian Mountains[J]. Journal of Glaciology and Geocryology, 2011, 33 (5): 1068-1073. (in Chinese).
    [17]
    PENG Xiao-qing, ZHANG Ting-jun, PAN Xiao-duo, et al. Spatial and temporal variations of seasonally frozen ground over the Heihe River basin of Qilian Mountain in Western China[J]. Advances in Earth Science, 2013, 28 (4): 497-508. (in Chinese).
    [18]
    LI Lin, WANG Zhen-yu, WANG Qing-chun, et al. Cause of seasonal frozen soil degeneration and its response to climate change in Qinghai[J]. Geographical Research, 2008, 27 (1): 162-170. (in Chinese). doi: 10.3321/j.issn:1000-0585.2008.01.018
    [19]
    YUAN Guo-hong. The mechanism and numerical simulation of water transfer in seasonal freezing soil[D]. Changchun: Jilin University, 2006. (in Chinese).
    [20]
    LI Yang. A study on the moisture content migration model of seasonal frozen Soil[D]. Changchun: Jilin University, 2008. (in Chinese).
    [21]
    WU Dao-yong, LAI Yuan-ming, MA Qin-guo, et al. Model test study of water and salt migration and deformation characteristics in seasonally frozen soil[J]. Rock and Soil Mechanics, 2016, 37 (2): 465-476. (in Chinese).
    [22]
    ZHANG Lian-hai, MA Wei, YANG Cheng-song, et al. A review and prospect of the thermodynamics of soils subjected to freezing and thawing[J]. Journal of Glaciology and Geocryology, 2013, 35 (6): 1505-1518. (in Chinese). doi: 10.7522/j.issn.1000-0240.2013.0167
    [23]
    ZHANG Ting-jun. Influence of the seasonal snow cover on the ground thermal regime: An overview[J]. Reviews of Geophysics, 2005, 43: 1-23.
    [24]
    RODDER T, KNEISEL C. Influence of snow cover and grain size on the ground thermal regime in the discontinuous permafrost zone, Swiss Alps[J]. Geomorphology, 2012, 175-176: 176-189. doi: 10.1016/j.geomorph.2012.07.008
    [25]
    MACKIEWICZ M C. A new approach to quantifying soil temperature responses to changing air temperature and snow cover[J]. Polar Science, 2012, 6: 226-236. doi: 10.1016/j.polar.2012.06.003
    [26]
    CAI Han-cheng, LI Yong, YANG Yong-peng, et al. Variation of temperature and permafrost along Qinghai-Tibet Railway[J]. Chinese Journal of Rock Mechanics and Engineering, 2016, 35 (7): 1434-1444. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX201607014.htm
    [27]
    JIN Hui-jun, SUN Li-ping, WANG Shao-ling, et al. Dual influences of local environmental variables on ground temperatures on the Interior-Eastern Qinghai-Tibet Plateau (Ⅰ): vegetation and snow cover[J]. Journal of Glaciology and Geocryology, 2008, 30 (4): 535-545. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-BCDT200804002.htm
    [28]
    MA Hong, HU Ru-ji. Effect of snow cover on thermal regime of frozen soil[J]. Arid Land Geography, 1995, 18 (4): 23-27. (in Chinese). doi: 10.3321/j.issn:1000-6060.1995.04.004

Catalog

    Article Metrics

    Article views (1144) PDF downloads(344) Cited by()
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return