A simple test method to measure unfrozen water content in clay-water systems

被引:34
|
作者
Liu, Bo [1 ,2 ]
Li, Dongyang [1 ]
机构
[1] China Univ Min & Technol, Sch Mech & Civil Engn, Beijing 100083, Peoples R China
[2] State Key Lab Geomech & Deep Engn, Beijing 100083, Peoples R China
基金
中国国家自然科学基金;
关键词
Unfrozen water content; Frozen soil; Newton's law of cooling; Melting; Specific heat;
D O I
10.1016/j.coldregions.2012.02.001
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Object: A simple test method is proposed to measure the unfrozen water content for frozen soils in the laboratory. Method: Three types of soil samples are frozen at a negative temperature first then melted by natural convection. Based on Newton's law of cooling, a mathematical formulation is derived to characterize the variation of the temperature in time domain for the whole process. The important parameters, such as convective heat transfer coefficient, freezing point and length of melting time, are obtained by fitting the temperature-time history recorded in the tests. The unfrozen water content and its characteristic curves are obtained accordingly. Result: The results showed that, at frozen state, the unfrozen water content in the silt, siltyclay and clay is 6.32%, 8.93% and 12.66%, respectively. Probably because of the difference in their properties, the difference of unfrozen water content in these three soils is pronounced. The obtained characteristic curve of unfrozen water content is implemented in the FEM program and a back analysis on melting process is performed. The simulation results show excellent agreement with laboratory measurements. Conclusion: Since the results from theoretical analysis, laboratory experiment and numerical simulation are all consistent with each other, the proposed test method for measuring unfrozen water content seems like a valid approach. (C) 2012 Elsevier B.V. All rights reserved.
引用
收藏
页码:97 / 106
页数:10
相关论文
共 50 条
  • [31] The change mechanism and a prediction model of unfrozen water content in sodium chloride soil
    Xiao, Zean
    Zhu, Linze
    Hou, Zhenrong
    GEODERMA, 2022, 419
  • [32] Estimating Unfrozen Water Content in Frozen Soils Based on Soil Particle Distribution
    Qiu, Enxi
    Wan, Xusheng
    Qu, Mengfei
    Zheng, Lining
    Zhong, Changmao
    Gong, Fumao
    Liu, Li
    JOURNAL OF COLD REGIONS ENGINEERING, 2020, 34 (02)
  • [33] A model of unfrozen water content in rock during freezing and thawing with experimental validation by nuclear magnetic resonance
    Su, Zhouzhou
    Tan, Xianjun
    Chen, Weizhong
    Jia, Hailiang
    Xu, Fei
    JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING, 2022, 14 (05) : 1545 - 1555
  • [34] Experimental study of unfrozen water content of frozen soils by low-field nuclear magnetic resonance
    Tan Long
    Wei Chang-fu
    Hui-hui, Tian
    Zhou Jia-zuo
    Wei Hou-zhen
    ROCK AND SOIL MECHANICS, 2015, 36 (06) : 1566 - 1572
  • [35] A Thermo-TDR Sensor for Simultaneous Measurement of Unfrozen Water Content and Thermal Conductivity of Frozen Soil
    Liu, Panting
    Fan, Simao
    Mu, Qingyi
    Zhang, Qifan
    Tang, Linlin
    Liu, Jine
    Cui, Fuqing
    Liu, Zhiyun
    Wang, Xuna
    SENSORS, 2025, 25 (07)
  • [36] Evolution of the Unfrozen Water Content for Partially-Saturated Sandstones and the Critical Degree of Saturation
    Weng, Lei
    Wu, Zhijun
    Chu, Zhaofei
    Lu, Haifeng
    Xu, Xiangyu
    Liu, Quansheng
    ROCK MECHANICS AND ROCK ENGINEERING, 2023, 56 (01) : 1 - 18
  • [37] Evaluation of five composite dielectric mixing models for understanding relationships between effective permittivity and unfrozen water content
    He, Hailong
    Dyck, Miles
    Zhao, Ying
    Si, Bingcheng
    Jin, Huijun
    Zhang, Tingjun
    Lv, Jialong
    Wang, Jinxing
    COLD REGIONS SCIENCE AND TECHNOLOGY, 2016, 130 : 33 - 42
  • [38] Resistivity and unfrozen water content of moraine soil at freezing temperatures: experiments and thermodynamic modeling
    Wei, Xin
    Shen, Yanjun
    Wei, Zhenlei
    Wang, Yan
    Wang, Yongzhi
    COLD REGIONS SCIENCE AND TECHNOLOGY, 2025, 235
  • [39] Influence of the unfrozen water content on the shear strength of unsaturated silt during freezing and thawing
    Yan C.
    Wang T.
    Jia H.
    Xu W.
    Zi F.
    Tao Y.
    Wei W.
    Wang Y.
    Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering, 2019, 38 (06): : 1252 - 1260
  • [40] Evolution of the Unfrozen Water Content for Partially-Saturated Sandstones and the Critical Degree of Saturation
    Lei Weng
    Zhijun Wu
    Zhaofei Chu
    Haifeng Lu
    Xiangyu Xu
    Quansheng Liu
    Rock Mechanics and Rock Engineering, 2023, 56 : 1 - 18