水分迁移,近相变区,冰-水相变,振动荷载,环境温度,加载频率


," /> 水分迁移,近相变区,冰-水相变,振动荷载,环境温度,加载频率


,"/> <p class="MsoNormal"> Migration Law of Ice-Water Phase Transition in Near-Phase Transition Zone Under Vibrational Loading

Journal of Jilin University(Earth Science Edition) ›› 2025, Vol. 55 ›› Issue (2): 550-562.doi: 10.13278/j.cnki.jjuese.20230197

Previous Articles     Next Articles

Migration Law of Ice-Water Phase Transition in Near-Phase Transition Zone Under Vibrational Loading

Zhou Kunchao1, 2, Wang Zhiyuan1, Zhai Jinbang1, Zhang Ze1,3,4,5, Meng Xiangxi1, Yuan Mingyang1   

  1. 1. School of Civil Engineering and Transportation, Northeast Forestry University, Harbin 150040, China

    2. Shaanxi Transportation Holding Group Co., Ltd., Xi’an 710065, China

    3. Institute of Permafrost Research, Northeast Forestry University, Harbin 150040, China

    4. Northeast Permafrost Zone Geological Environment System Field Scientific Observatory (Northeast Forestry University),

    Ministry of Education, Harbin 150040, China

    5. Northeast Permafrost Zone Environment, Road Construction and Maintenance Collaborative Innovation Center (Northeast

    Forestry University), Harbin 150040, China

     

  • Online:2025-03-26 Published:2025-05-10
  • Supported by:
    Supported by the National Natural Science Foundation of China (41771078), the National Special Project for the Investigation of Scientific and Technological Basic Resources (2022FY100702), the Scientific Research Projects of Heilongjiang Transportation Investment Group Co., Ltd. (JT-100000-ZC-FW-2021-0129) and the Projects of the Key Research and Development Program of Heilongjiang Province (Guidance Category) (GZ20220052,GZ20220095)

Abstract:

In order to prove the existence of water migration in ice under vibration loading and to investigate the law of water migration in ice, vibration tests were carried out under negative temperature conditions with artificial column ice as the research object, and the migration of liquid water in ice was investigated by changing the ambient temperature and loading frequency. First, in combination with the load characteristics of heavy fully loaded trucks borne by highways in permafrost areas, with 55 kPa as the load amplitude and the cyclic vibration frequency set to 2 880-28 800 times, the cyclic vibration loaded layered column ice water migration test was carried out under the conditions of -3 ℃, 0.5 Hz; Then, the vibration test was carried out under the conditions of -5 to the water migration test of artificial column ice under cyclic vibration loading was carried out at -1.0 ℃ and 0.1-0.5 Hz; Finally, the test data were fitted. The results show that: Under vibration loading, the liquid water in the ice migrates along the structural cracks in the loading direction; At different ambient temperatures, the amount of water migration increases exponentially; At different loading frequencies, the amount of water migration grows in stages in the form of a segmented function. When the loading frequency and load amplitude are constant, the amount of water migration and the peak growth rate increase with the increase of ambient temperature and decrease with the decrease of temperature, and the moisture migration measured at -1 ℃ is about 3.75 times of that at -5 ℃; The closer to the melting point, the faster the peak growth rate occurs, and the slower the opposite is. When the ambient temperature and load amplitude are constant, the moisture migration and the peak growth rate increase with the increase of frequency and decrease with the decrease of frequency, and the amount of water migration measured at 1.0 Hz is about 2.04 times of that at 0.1 Hz; The faster the loading frequency is, the faster the peak growth rate appears, and the slower the opposite is.

Key words: water migration, near phase transition zone, ice-water phase transition, vibration loading, ambient temperature, loading frequency

CLC Number: 

  • P694
No related articles found!
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] LI Bing-cheng. Preliminary Studies on Holocene Climatic In Fuping,Shaanxi Province[J]. J4, 2005, 35(03): 291 -0295 .
[2] CHEN Li, NIE Lei, WANG Xiu-fan, LI Jin. Seismic Risk Analysis of Some Electric Power Equipment Station in Suizhong[J]. J4, 2005, 35(05): 641 -645 .
[3] LI Bin, MENG Zi-fang, LI Xiang-bo, LU Hong-xuan, ZHENG Min. The Structural Features and Depositional Systems of the Early Tertiary in the Biyang Depression[J]. J4, 2005, 35(03): 332 -0339 .
[4] LI Tao, WU Sheng-jun, CAI Shu-ming, XUE Huai-ping, YASUNORI Nakayama. Simulation Analysis of the Storage Capacity Based on DEM Before and After Connecting to Yangtze River in Zhangdu Lake[J]. J4, 2005, 35(03): 351 -0355 .
[5] WANG Qian, WU Zhi-fang, ZHANG Han-quan, MO Xiu-wen. The Application of Statistical Fractals to Describing the Reservoir Heterogeneity[J]. J4, 2005, 35(03): 340 -0345 .
[6] YANG Xiao-ping, LI Yang-chun,LIU Zhen, WANG Yan, WANG Hong-jie. Classification of Tectonic Sequence and Dynamic Evolution of Jixi Basin, Eastern Heilongjiang Province[J]. J4, 2005, 35(05): 616 -621 .
[7] ZHAO Hong-guang,SUN Jing-gui, CHEN Jun-qiang,ZHAO Jun-kang, YAO Feng-liang,DUAN Zhan. The Genesis and Evolution of Orebearing Fluids of the Xiaoxinancha Goldbearing Porphyry Copper Deposit in Yanbian Area: H,O,C,S,Pb Isotope Tracing[J]. J4, 2005, 35(05): 601 -606 .
[8] LIANG Xiu-juan, LIN Xue-yu, YU Jun. Application of Virtual Reality Technology in Hydrogeological Research[J]. J4, 2005, 35(05): 636 -640 .
[9] YIN Wen,YIN Xing-yao,ZHANG Fan-chang. A Study on Seismic Attribute Optimization Based on Parallel Genetic Algorithm[J]. J4, 2005, 35(05): 672 -676 .
[10] ZHAO Feng,FAN Hai-feng,TIAN Zhu-jun, WANG Zhi-gang. Analysis of Different Land Use Patterns and Soil Erosion Change in the Middle of Jilin Province[J]. J4, 2005, 35(05): 661 -666 .