• 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
ZHANG Sheng, HE Zuo-yue, TENG Ji-dong, LIU Yan, SHENG Dai-chao. Water vapor transfer and phase change in unsaturated soils: experimental study on two types of canopy effect[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(5): 961-968. DOI: 10.11779/CJGE201705022
Citation: ZHANG Sheng, HE Zuo-yue, TENG Ji-dong, LIU Yan, SHENG Dai-chao. Water vapor transfer and phase change in unsaturated soils: experimental study on two types of canopy effect[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(5): 961-968. DOI: 10.11779/CJGE201705022

Water vapor transfer and phase change in unsaturated soils: experimental study on two types of canopy effect

More Information
  • Received Date: January 21, 2016
  • Published Date: May 24, 2017
  • The canopy effect refers to the phenomenon where moisture accumulates underneath an impervious cover. It can lead to full saturation of the soil immediately underneath the impervious cover. A recent theoretical study separates the canopy effect into two types, the first one is caused by the evaporation-condensation in unsaturated soils, while the second one is induced by the freezing-enhanced vapor transfer in unsaturated soils. In order to experimentally validate these two types of canopy effect and to reveal their mechanisms, water vapor migration experiments are carried out through a newly developed laboratory apparatus for unsaturated frozen soils. Six conditions are performed on a calcareous sand with different initial water contents and boundary temperatures. The results show that the water content in the upper position of the sample increases under an upward temperature gradient, and the increment of water content is greater if the soil is subjected to freezing. For the freezing cases, the depth of a peak water content is in line with the freezing front, and the greater the initial water content, the more the water content accumulated at the freezing front. A smaller cooling rate seems to facilitate the vapor migration. For the unfreezing cases, the water content in the upper position of the sample also increases and the increment becomes more apparent with a higher initial water content. The temperature gradient can inhibit the vapor migration. A smaller temperature gradient always results in a more notable inhibition effect. The test results verify the theory of the canopy effect.
  • [1]
    李 强, 姚仰平, 韩黎明, 等. 土体的“锅盖效应”[J]. 工业建筑, 2014, 44(2): 69-71. (LI Qiang, YAO Yang-ping, HAN Li-ming, et al. Pot-cover effect of soil[J]. Industrial Construction, 2014, 44(2): 69-71. (in Chinese))
    [2]
    滕继东, 贺佐跃, 张 升, 等. 非饱和土水气迁移与相变:两类“锅盖效应”的发生机理及数值再现[J]. 岩土工程学报, 2016, 38(10): 1813-1821. (TENG Ji-dong, HE Zuo-yue, ZHANG Sheng, et al. Moisture transfer and phase change in unsaturated soils: physical mechanism and numerical model for two types of ‘Canopy effect’[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(10): 1813-1821. (in Chinese))
    [3]
    SMITH W O. Thermal transfer of moisture in soils[J]. Eos, Transactions American Geophysical Union, 1943, 24(2): 511-524.
    [4]
    GURR C G, MARSHALL T J, HUTTON J T. Movement of water in soil due to a temperature gradient[J]. Soil Science, 1952, 74(5): 335-346.
    [5]
    JACKSON R D. Water vapor diffusion in relatively dry soil: I. Theoretical considerations and sorption experiments[J]. Soil Science Society of America Journal, 1964, 28(2): 172-176.
    [6]
    MIYAZAKI T. Condensation and movement of water vapour in sand under temperature gradient[J]. Transactions of the Japanese Society of Irrigation, Drainage and Reclamation Engineering, 1976, 61: 1-8.
    [7]
    DOBCHUK B S, BARBOUR S L, ZHOU J. Prediction of water vapor movement through waste rock[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2004, 130(3): 293-302.
    [8]
    王铁行, 贺再球, 赵树德, 等. 非饱和土体气态水迁移试验研究[J]. 岩石力学与工程学报, 2005, 24(18): 3271-3275. (WANG Tie-hang, HE Zai-qiu, ZHAO Shu-de, et al. Experimental study on vaporous water transference in loess and sandy soil[J]. Chinese Journal of Rock Mechanics and Engineering, 2005, 24(18): 3271-3275. (in Chinese))
    [9]
    NAKANO Y, TICE A, OLIPHANT J. Transport of water in frozen soil: III experiments on the effects of ice content[J]. Advances in Water Resources, 1984, 7(1): 28-34.
    [10]
    马 巍, 王大雁. 中国冻土力学研究50 a 回顾与展望[J]. 岩土工程学报, 2012, 34(4): 625-639. (MA Wei, WANG Da-yan. Studies on frozen soil mechanics in China in past 50 years and their prospect[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(4): 625-639. (in Chinese))
    [11]
    NAKANO Y, TICE A, OLIPHANT J. Transport of water in frozen soil: IV analysis of experimental results on the effects of ice content[J]. Advances in Water Resources, 1984, 7(2): 58-66.
    [12]
    EIGENBROD K, KENNEPOHL G. Moisture accumulation and pore water pressures at base of pavements[J]. Transportation Research Record, 1996, 1546(29): 151-161.
    [13]
    GUTHRIE W S, HERMANSSON Å, WOFFINDEN K H. Saturation of granular base material due to water vapor flow during freezing: laboratory experimentation and numerical modeling[C]// Cold Regions Engineering 2006: Current Practices in Cold Regions Engineering. Orono, 2014: 1-12.
    [14]
    王铁行, 王娟娟, 张龙党. 冻结作用下非饱和黄土水分迁移试验研究[J]. 西安建筑科技大学学报(自然科学版), 2012, 44(1): 7-12. (WANG Tie-hang, WANG Juan-juan, ZHANG Long-dang. Experimental research on moisture migration in freezing unsaturated loess[J]. Journal of Xi'an University of Architecture and Technology (Nature and Science Edition), 2012, 44(1): 7-12. (in Chinese))
    [15]
    PHILIP J R, DE VRIES D A. Moisture movement in porous materials under temperature gradient[J]. Trans Am Geophys Union, 1957, 38: 222-232.
    [16]
    DE VRIES D A. Simultaneous transfer of heat and moisture in porous media[J]. Trans Am Geophys Union, 1958, 39: 909-916.
    [17]
    WARK K J. Generalized Thermodynamic Relationships. Thermodynamics[M]. 5th ed. New York: McGraw-Hill Inc, 1988.
    [18]
    SHENG D, ZHANG S, YU Z, ZHANG J S. Assessing frost susceptibility of soils using PCHeave[J]. Cold Region Science Technology, 2013, 95: 27-38.
    [19]
    ZHANG S, SHENG D, ZHAO G, et al. Analysis of frost heave mechanisms in a high-speed railway embankment[J]. Canadian Geotechnical Journal, 2015 53(3): 520-529.
    [20]
    SHENG D, ZHAO G, ZHANG S, et al. Possible frost heave mechanisms in an unsaturated high-speed railway formation. unsaturated soils: research and applications[C]// Proceedings of the 6th International Conference on Unsaturated Soils, UNSAT 2014: 3-14.
    [21]
    SHENG D, ZHANG S, NIU F, et al. A potential new frost heave mechanism in high-speed railway embankments[J]. Géotechnique, 2014, 64(2): 144-154.
    [22]
    ZHANG S, TENG J, HE Z, et al. Importance of vapor flow in unsaturated freezing soil: a numerical study[J]. Cold Regions Science and Technology, 2016, 126: 1-9.
    [23]
    盛岱超, 张 升, 贺佐跃. 土体冻胀敏感性评价[J]. 岩石力学与工程学报, 2014, 33(3): 594-605. (SHENG Dai-chao, ZHANG Sheng, HE Zuo-yue. Assessing frost susceptibility of soils[J]. Chinese Journal of Rock Mechanics and Engineering, 2014, 33(3): 594-605. (in Chinese))
  • Related Articles

    [1]HUANG Man, WU Yuewei, LIU Dan, HONG Chenjie, DU Shigui, LUO Zhanyou. Experimental study on size effect of shear strength of joints with different infill ratios[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(9): 1820-1830. DOI: 10.11779/CJGE20230549
    [2]LIU Qi-fei, ZHUANG Hai-yang, CHEN Jia, WU Qi, CHEN Guo-xing. Tests on shear strength and failure mode of rubber particle-sand mixtures[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(10): 1887-1895. DOI: 10.11779/CJGE202110015
    [3]WANG Yi-bing, WU Mei-su, ZHOU Cheng. Direct shear tests and numerical simulation on slope soils reinforced by composite roots[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(S1): 177-182. DOI: 10.11779/CJGE2020S1035
    [4]ZHU Yan-peng, MA Tao, YANG Xiao-hui, YANG Kui-bin, WANG Hai-ming. Shear strength tests and regression analysis of red sandstone-improved soils based on orthogonal design[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(S1): 87-92. DOI: 10.11779/CJGE2018S1014
    [5]YANG Ji-hong, DONG Jin-yu, HUANG Zhi-quan, ZHENG Zhu-guang, QI Dan. Large-scale direct shear tests on accumulation body with different stone contents[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(z2): 161-166. DOI: 10.11779/CJGE2016S2026
    [6]HUANG Bo, WANG Qing-jing, LING Dao-sheng, DING Hao, CHEN Yun-min. Effects of back pressure on shear strength of saturated sand in triaxial tests[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(7): 1313-1319.
    [7]ZHU Chun-peng, LIU Han-long, SHEN Yang. Laboratory tests on shear strength properties of soil polluted by acid and alkali[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(7): 1146-1152.
    [8]Tests on shear strength behavior and envelop of double lines of municipal solid waste[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(10).
    [9]TANG Liexian, TANG Chunan, TANG Shibin, CUI Yinghao, SONG Li. Physical experiment and numerical simulation on effect of soundless cracking agent[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(4): 437-441.
    [10]LIU Sihong, XIAO Gongyuan, YANG Jianzhou, WU Guangyin. New in-situ direct shear tests on rockfill materials at Yixing Pumped Storage Power Station Project[J]. Chinese Journal of Geotechnical Engineering, 2004, 26(6): 772-776.
  • Cited by

    Periodical cited type(3)

    1. 李丹丹,张兴旺. 大直径钢管斜桩技术在内河航道工程中的优化与分析. 水利科技与经济. 2025(01): 133-136 .
    2. 罗强,熊诗杰,王腾飞,黄豫,张良. 平动位移下衡重式挡墙背土体破裂面特征及土压力分析. 东南大学学报(自然科学版). 2022(03): 547-556 .
    3. 蒋东晟. 基于Midas GTS与FLUENT的堤防挡墙格栅设计参数对比优化探究. 广东水利水电. 2022(07): 18-23 .

    Other cited types(3)

Catalog

    Article views (537) PDF downloads (552) Cited by(6)
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return