Rock and Soil Mechanics ›› 2023, Vol. 44 ›› Issue (1): 317-326.doi: 10.16285/j.rsm.2022.0200

• Numerical Analysis • Previous Articles    

Mesoscale simulation of pore ice formation in saturated frozen soil by using lattice Boltzmann method

WANG Qing-yu1, TENG Ji-dong1, 2, ZHONG Yu1, ZHANG Sheng1, 2, SHENG Dai-chao1, 2, 3   

  1. 1. School of Civil Engineering, Central South University, Changsha, Hunan 410075, China; 2. National Engineering Research Center of High-speed Railway Construction Technology, Central South University, Changsha, Hunan 410075, China; 3. School of Civil and Environmental Engineering, University of Technology Sydney, Sydney, Australia
  • Received:2022-02-22 Accepted:2022-03-23 Online:2023-01-16 Published:2023-01-13
  • Supported by:
    This work was supported by the National Natural Science Foundation of China (52178376, 51878665, U1834206), the Program of Youth Talent Support for Hunan Province (2020RC3008), the Innovation Driven Project of Central South University (2020CX034) and the Fundamental Research Funds for the Central Universities of Central South University (2021zzts0791).

Abstract: The frost heave of subgrade has an important effect on the operation of high-speed railway in cold regions, while the ice-water phase transition is the key to understanding the mechanism of frost heave. The lattice Boltzmann method is applied in this study, which is a mesoscale numerical method. The modified freezing temperature algorithm of pore water is combined with the enthalpy-based lattice Boltzmann phase transition model. Two freezing processes including the freezing of suspended droplets and the formation of pore water into ice in frozen soil are investigated, which aim to reveal the mesoscopic mechanism of the ice-water phase transition in free state and pore-bound state, respectively. The numerical results show that the process of ice crystals growing from the inside to the outside in the pores is completely opposite to the freezing process of droplets suspended in the air, and the pore water has a lower freezing temperature when it is closer to the surface of the soil particles. The soil freezing characteristic curves (SFCCs) differ obviously for the particles with the same size but in different particle arrangements. Meanwhile, the morphology of SFCC becomes steeper with increasing soil particle size, and the residual water content gradually decreases. The numerical results of the ice-water phase transition process are validated by measured data in the literature, which indicate that the lattice Boltzmann method can provide a new tool to study the water-gas migration and phase transformation process in porous media in mesoscale.

Key words: lattice Boltzmann method, droplet freezing, frozen soil, pore ice formation, numerical simulation

CLC Number: 

  • TU 411
[1] HUANG Sheng-gen, ZHANG Yi, HUO Hao, CHENG Chang-qing. Study on deformation law of lattice columns in deep foundation pits in soft soil area [J]. Rock and Soil Mechanics, 2023, 44(增刊): 533-538.
[2] WANG Kai, FU Qiang, XU Chao, AI Zi-bo, LI Dan, WANG Lei, SHU Long-yong, . Numerical simulation of interface mechanical effects of primary coal-rock combination [J]. Rock and Soil Mechanics, 2023, 44(增刊): 623-633.
[3] ZHANG Ge, CAO Ling, WANG Cheng-tang, . Development and application of modified linear bond contact model of frozen soil considering anisotropy [J]. Rock and Soil Mechanics, 2023, 44(增刊): 645-654.
[4] QIAO Ya-fei, , YAN Kai, , ZHAO Teng-teng, DING Wen-qi, . Characteristics and mechanism of soil heave at the bottom of ultra-deep circular shafts in soft soil areas [J]. Rock and Soil Mechanics, 2023, 44(9): 2707-2716.
[5] ZHANG Kun-yong, ZHANG Meng, SUN Bin, LI Fu-dong, JIAN Yong-zhou, . A calculation method for deformation of diaphragm wall of narrow deep foundation pit in soft soil considering spatio-temporal effect [J]. Rock and Soil Mechanics, 2023, 44(8): 2389-2399.
[6] LI Bo-nan, FU Wei, ZHANG Xue-bing, . Propagation characteristics of elastic waves in warm ice-rich frozen soil [J]. Rock and Soil Mechanics, 2023, 44(7): 1916-1924.
[7] YIN Xin-sheng, SHU Ying, LIANG Lu-ju, ZHANG Shi-min, . Stability analysis of shield excavation surface in saturated silt strata considering seepage [J]. Rock and Soil Mechanics, 2023, 44(7): 2005-2016.
[8] JI Yu-kun, WANG Qin-ke, ZHAO Guo-liang, ZHANG Jian, MA Jian-lin, . Model test and numerical simulation of vertical bearing capacity and deformation characteristics of rock-socketed uplift pile in sloped ground [J]. Rock and Soil Mechanics, 2023, 44(6): 1604-1614.
[9] SUN Yan-xiao, LIU Song-yu, TONG Li-yuan, WANG Jun, CUI Jia, LI Shi-long, LI Min, . Optimization of confined aquifer dewatering for cut and cover tunnel in Yangtze River floodplain [J]. Rock and Soil Mechanics, 2023, 44(6): 1800-1810.
[10] JIA Ke-min, XU Cheng-shun, DU Xiu-li, ZHANG Xiao-ling, SONG Ji, SU Zhuo-lin, . Mechanism of liquefaction-induced lateral spreading in liquefiable inclined sites [J]. Rock and Soil Mechanics, 2023, 44(6): 1837-1848.
[11] LIANG Jing-yu, SHEN Wan-tao, LU De-chun, QI Ji-lin, . Uniaxial compression test of frozen sand considering the effect of the deposition angle [J]. Rock and Soil Mechanics, 2023, 44(4): 1065-1074.
[12] WANG Chun, HU Man-gu, WANG Cheng, . Dynamic damage characteristics and structural model of concentric perforated granite subjected to thermal-hydro-mechanical coupling [J]. Rock and Soil Mechanics, 2023, 44(3): 741-756.
[13] JIANG Hui-peng, MA Qiang, CAO Ya-peng, . Study on the reflection and transmission of P wave on the interface between elastic medium and saturated frozen soil medium [J]. Rock and Soil Mechanics, 2023, 44(3): 916-929.
[14] ZHANG Zheng-zhe, JIA Ke-min, XU Cheng-shun, PAN Ru-jiang. Difference analysis of seismic responses of inclined liquefaction site-pile-structure system under near-field pulsed and non-pulsed ground motions [J]. Rock and Soil Mechanics, 2023, 44(12): 3629-3638.
[15] HUANG Xian-wen, YAO Zhi-shu, CAI Hai-bing, LI Kai-qi, TANG Chu-xuan. Prediction of thermal conductivity of unsaturated frozen soil based on microstructure remodeling [J]. Rock and Soil Mechanics, 2023, 44(1): 193-205.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] QIAN Zeng-zhen, LU Xian-long, DING Shi-jun. Full-scale tests on pad and chimney foundation subject to uplift combined with horizontal loads in aeolian sand[J]. , 2009, 30(1): 257 -260 .
[2] LI Xin-ping, DAI Yi-fei, LIU Jin-huan, ZENG Ming , LIU Li-sheng, ZHANGKai-g. Test study and numerical simulation analysis of explosion in steel tubes[J]. , 2009, 30(S1): 5 -9 .
[3] CAO Wen-gui,ZHAO Heng,ZHANG Yong-jie,ZHANG Ling. Strain softening and hardening damage constitutive model for rock considering effect of volume change and its parameters determination method[J]. , 2011, 32(3): 647 -654 .
[4] WANG Ying-ming, LI Xiao-lun. Introduction to treatment of collapsible loess subgrade for Shaanxi section of Zhengzhou-Xi’an passenger dedicated railway line[J]. , 2009, 30(S2): 283 -286 .
[5] HUANG Xiao-lan , YANG Chun-he , CHEN Feng , LI Yin-ping , LI Ying-fang. Tightness evaluation test on underground energy storage in bedded salt rock formation of Qianjiang area[J]. , 2011, 32(5): 1473 -1478 .
[6] XU Fu-le ,WANG En-yuan ,SONG Da-zhao ,SONG Xiao-yan ,WEI Ming-yao. Long-range correlation and multifractal distribution of acoustic emission of coal-rock[J]. , 2011, 32(7): 2111 -2116 .
[7] NIU Lei, YAO Yang-ping, CUI Wen-jie, WAN Zheng. Three-dimensional method for constitutive relationship of overconsolidation unsaturated soil[J]. , 2011, 32(8): 2341 -2345 .
[8] HSIAO Fu-yuan , WANG Chien-li , SHAO How-jei. Mechanical parameters estimation and tunnel deformation study for brittle rock under high overburden condition[J]. , 2011, 32(S2): 109 -114 .
[9] LIU Feng-yin , ZHANG Zhao , ZHOU Dong , ZHAO Xu-guang , ZHU Liang. Effects of initial density and drying-wetting cycle on soil water characteristic curve of unsaturated loess[J]. , 2011, 32(S2): 132 -136 .
[10] ZHANG Xian-wei, WANG Chang-ming, LI Jun-xia. Experimental study of coupling behaviors of consolidation-creep of soft clay and its mechanism[J]. , 2011, 32(12): 3584 -3590 .