Characteristics of matric suction in unequal sized quartz silt during horizontal freezing

被引:0
作者
Tianxiao Tang
Yupeng Shen
Mo Chen
Xin Liu
Yue Liu
Jingfu Guo
机构
[1] Beijing Jiaotong University,School of Civil Engineering
[2] Anhui Jianzhu University,College of Civil Engineering
[3] Beijing Key Laboratory of Track Engineering,Technical Quality Department
[4] Beijing Jiaotong University,undefined
[5] Avic Institute of Geotechnical Engineering Co. LTD.,undefined
[6] Heilongjiang General Institute of Ecological Survey and Research,undefined
来源
Bulletin of Engineering Geology and the Environment | 2022年 / 81卷
关键词
Horizontal freezing; Quartz silt; Matric suction; Freeze–thaw cycles; Hysteresis;
D O I
暂无
中图分类号
学科分类号
摘要
Methods to correctly predict changes in matric suction greatly benefit the study of water migration in frozen soils. Current research on the matric suction mechanism and how it is influenced by external factors under horizontal freezing action is limited, and differences in matric suction in various freezing zones are usually ignored. In this paper, a connection between the microscopic and macroscopic water contents is established, and equations for calculating the matric suction of unequal sized particles are derived. Then, experiments are conducted to explore changes of matric suction in different freezing zones during horizontal freezing. Using experimental data, the correctness of the equations is verified, the sensitivity of matric suction to temperature and water content is explored, and the influence of the temperature, external loads, freeze–thaw cycles, and initial water content on water migration in frozen soil is studied. Finally, the development of matric suction in quartz silt during horizontal freezing is discussed and summarized based on experimental analyses and previous research. The results can provide important guidance for understanding the water migration mechanism of horizontal freezing and optimizing prevention measures for damage caused by horizontal freezing.
引用
收藏
相关论文
共 87 条
  • [1] Amiri A(2018)A theoretical extension of the soil freezing curve paradigm Adv Water Resour 111 319-328
  • [2] Craig R(2012)Microstructural investigation of soil suction and hysteresis of fine-grained soils J Geotech Geoenviron Eng 138 38-46
  • [3] Kurylyk L(2010)Direct determination of contact angles of model soils in comparison with wettability characterization by capillary rise J Hydrol 382 10-19
  • [4] Anandarajah A(2021)Freeze–thaw and wetting-drying effects on the hydromechanical behaviour of a stabilized expansive soil Constr Build Mater 275 1-15
  • [5] Amarasinghe M(2019)Experimental study on unfrozen water and soil matric suction of the aeolian sand sampled from Tibet Plateau Cold Reg Sci Technol 164 1-10
  • [6] Carlos J(2019)An NMR-based investigation of pore water freezing process in sandstone Cold Reg Sci Technol 168 1-9
  • [7] Bachmann J(2013)The mathematical representation of freezing and thawing processes in variably saturated, nondeformable soils Adv Water Resour 60 160-177
  • [8] Marmur A(2002)Prediction of freezing-induced movements for an underground construction project in Japan Can Geotech J 39 1231-1242
  • [9] Ding LQ(2021)Water and salt migration mechanisms of saturated chloride clay during freeze–thaw in an open system Cold Reg Sci Technol 186 1-12
  • [10] Vanapalli SK(2020)A thermodynamics-based mathematical model for the frost heave of unsaturated soils Cold Reg Sci Technol 178 1-10