Rock and Soil Mechanics ›› 2021, Vol. 42 ›› Issue (1): 291-300.doi: 10.16285/j.rsm.2019.1509

• Numerical Analysis • Previous Articles    

Smoothed particle hydrodynamics for simulation of water vapor migration and phase change in unsaturated frozen soil

YANG Gao-sheng1, BAI Bing1, YAO Xiao-liang2, CHEN Pei-pei3   

  1. 1. School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, China; 2. State Key Laboratory of Eco-hydraulics in Northwest Arid Region, Xi’an University of Technology, Xi’an, Shaanxi 710048, China; 3. School of Science, Beijing University of Civil Engineering and Architecture, Beijing 102616, China
  • Received:2019-08-31 Revised:2020-10-30 Online:2021-01-11 Published:2021-01-07
  • Supported by:
    This work was supported by the Fundamental Research Funds for the Central Universities(2020YJS113), the National Natural Science Foundation of China (51878035, 51678043, 51808026) and the Research Fund of the State Key Laboratory of Eco-hydraulics in Northwest Arid Region, Xi’an University of Technology (2019KJCXTD-12).

Abstract: A water-heat-vapor coupling model of unsaturated frozen soil is established based on energy and mass conservation equations by considering ice-water and water-vapor phase changes, and influences of heat transfer by water vapor and temperature potential on water vapor migration are also considered. The smoothed particle hydrodynamics (SPH) can be used to calculate their evolution process conveniently. In the solution, ice content and vapor content are solved at first, and then followed by solving of unfrozen water content and temperature field. With two steps as such, coupling of temperature field between water and vapor field is implemented. Distributions of unsteady temperature field, volumetric moisture content and water vapor flux in semi-infinite medium with thermal boundary conditions of the first kind are simulated. The results are compared with the analytical solutions without coupling. The water and vapor transfer shows a greater impact on the thermal field. Under the seasonal periodic temperature boundary, the distributions of thermal field and volume moisture content of embankment section are predicted in high compatibility with the actual data, which can well reveal the characteristics of water-thermal-vapor transfer and its phase transformation in unsaturated frozen soil.

Key words: unsaturated frozen soil, water vapor transport, phase change, water-thermal-vapor coupling, SPH method

CLC Number: 

  • TU 411
[1] LIANG Heng, LI Ji-lin, LIU Fa-ming, ZHANG Lun, FU Gang, LI Ming-qing, HE Si-ming, . Simulation of debris flow impacting bridge pier tests based on smooth particle hydromechanics method [J]. Rock and Soil Mechanics, 2021, 42(5): 1473-1484.
[2] RAO Deng-yu, BAI Bing, CHEN Pei-pei, . Simulation of hydro-thermal coupling with phase-change in unsaturated porous media by SPH method [J]. Rock and Soil Mechanics, 2018, 39(12): 4527-4536.
[3] WU Li-zhou,XU Qiang,HUANG Run-qiu. Analysis of freezing-thawing test process of unsaturated clay [J]. , 2011, 32(4): 1025-1028.
[4] XIONG Wei,LIU Ming-gui,ZHANG Qi-heng,WANG Zhi-ming. Temperature distribution along piles in permafrost regions [J]. , 2009, 30(6): 1658-1664.
[5] WANG De-ling, GE Xiu-run. Discussion of some problems about HISS model [J]. , 2004, 25(7): 1059-1062.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] YAO Yang-ping, HOU Wei. Basic mechanical behavior of soils and their elastoplastic modeling[J]. , 2009, 30(10): 2881 -2902 .
[2] XU Su-chao, FENG Xia-ting, CHEN Bing-rui. Experimental study of skarn under uniaxial cyclic loading and unloading test and acoustic emission characteristics[J]. , 2009, 30(10): 2929 -2934 .
[3] ZHANG Li-ting, QI Qing-lan, WEI Jing HUO Qian, ZHOU Guo-bin. Variation of void ratio in course of consolidation of warping clay[J]. , 2009, 30(10): 2935 -2939 .
[4] ZHANG Qi-yi. Study of failure patterns of foundation under combined loading[J]. , 2009, 30(10): 2940 -2944 .
[5] LU Zheng, YAO Hai-lin, LUO Xing-wen, HU Meng-ling. 3D dynamic responses of layered ground under vehicle loads[J]. , 2009, 30(10): 2965 -2970 .
[6] CHEN Zhen, TAO Long-guang, LI Tao, LI Hai-bin, WANG Zong-yong. A new method for settlement computation of box foundation with supporting structure[J]. , 2009, 30(10): 2978 -2984 .
[7] LI Lei, ZHU Wei, LIN Cheng, T. OHKI. Study of wet and dry properties of solidified sludge[J]. , 2009, 30(10): 3001 -3004 .
[8] ZHANG Ming-yi, LIU Jun-wei, YU Xiu-xia. Field test study of time effect on ultimate bearing capacity of jacked pipe pile in soft clay[J]. , 2009, 30(10): 3005 -3008 .
[9] LIU Zhen-ping, HE Huai-jian, LI Qiang, ZHU Fa-hua. Study of the technology of 3D modeling and visualization system based on Python[J]. , 2009, 30(10): 3037 -3042 .
[10] CHEN Song, XU Guang-li, CHEN Guo-jin3 WU Xue-ting. Research on engineering geology characteristics of soil in sliding zone of Huangtupo landslide in Three Gorges Reservoir area[J]. , 2009, 30(10): 3048 -3052 .