• 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
Finite volume simulation for coupled moisture and heat transfer during soil freezing[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(3).
Citation: Finite volume simulation for coupled moisture and heat transfer during soil freezing[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(3).

Finite volume simulation for coupled moisture and heat transfer during soil freezing

More Information
  • Received Date: November 20, 2008
  • Revised Date: May 30, 2009
  • Published Date: March 14, 2010
  • For simulation of one-dimensional soil freezing process using coupled moisture and heat transfer model, problems with constringency and non-necessary conditions in the current simulations are pointed out. A new full-implicit finite volume scheme is established, and the time step and discretization of special nodes are introduced. Freezing processes of silica flour and Zhangye loam column are simulated, and the results of temperature and moisture are in agreement with the experimental data. The results show that water redistribution happens mainly between unfrozen zone and freezing front because the water flow in frozen zone is negligible, and the water accumulation behind freezing front is intense while the freezing front is moving slowly. The medium columns with different penetrabilities differ in sensitivity to ice impedance factor, and the columns with higher penetrabilities such as the silica flour column are more sensitive to the impedance factor. When the water flow is negligible, the equivalent capacity model is obtained by simplifying the Harlan’s model, and its applicability for temperature calculation of soil freezing process with low moisture content is confirmed; for soil freezing process with high moisture content, the influence of water flow should be considered for temperature calculation.
  • Related Articles

    [1]ZHENG Qiteng, WU Shaojie, FENG Shijin, CHEN Hongxin, ZHAO Yong. A comprehensive evaluation method for landfill stabilization under aeration and its application[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(4): 890-897. DOI: 10.11779/CJGE20230025
    [2]LÜ Qing-feng, BU Si-min, WANG Sheng-xin, JIA Meng-xue. Application of comprehensive geophysical prospecting method in stability evaluation of landslide[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(zk1): 142-147. DOI: 10.11779/CJGE2015S1028
    [3]ZHU Shu-yun, CAO Ding-tao, YUE Zun-cai, JIANG Zhen-quan, ZHAO Lian-tao, YU Xu-lei. Comprehensive measurement of characteristics of deformation and failure of extra-thick coal seam floor induced by fully mechanized top-coal mining[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(10): 1931-1938.
    [4]Comprehensive geological prediction based on risk evaluation during tunneling in karst area[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(7).
    [5]ZHOU Qicai, FENG Shuangchang, LI Jun, HE Ziqiang. Frontal geological detection technique and implementation system in shield machine construction[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(5): 777-780.
    [6]AN Guanfeng, GAO Junyue. Comprehensive analysis of deep foundation pits for underground space in Guangzhou[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(6): 872-879.
    [7]LI Zongkun, JIANG Jingshan, WANG Guangyin. Comprehensive assessment of observed behavior of earth-rockfill dams[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(2): 255-259.
    [8]ZHENG Mingxin, YIN Zongze, WU Jimin, DU Yufei, LUAN Yu. Post-fuzzy comprehensive evaluation of effectiveness of landslide control[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(10): 1224-1229.
    [9]WANG Yuqing, XIN Hongbo, GAO Yanping, ZHOU Genshou. Study on comprehensive index method for predicting earthquake-induced landslides[J]. Chinese Journal of Geotechnical Engineering, 2001, 23(3): 311-314.
    [10]Cheng Kang, Zhu Ruigeng, Zhu Wen hua. Design principle and Method of Comprehensive Control of Chamber Blast in Quarry for Rockfill Dam[J]. Chinese Journal of Geotechnical Engineering, 1994, 16(5): 73-78.

Catalog

    Article views PDF downloads Cited by()
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return