Coupled thermo-hydro-mechanical model with consideration of thermal-osmosis based on modified mixture theory

被引:26
|
作者
Chen, XiaoHui [1 ]
Pao, William [2 ]
Li, Xikui [3 ]
机构
[1] Univ Sheffield, Civil & Struct Engn Dept, Koroto Res Inst, Sheffield S3 7HQ, S Yorkshire, England
[2] Univ Teknol PETRONAS, Dept Mech Engn, Tronoh 31750, Perak Darul Rid, Malaysia
[3] Dalian Univ Technol, State Key Lab Struct Anal Ind Equipment, Dalian 116024, Peoples R China
基金
中国国家自然科学基金;
关键词
Biot's theory; Non-equilibrium thermodynamics; Thermal-osmosis; POROUS-MEDIA; DEFORMATION; PROPAGATION; FLUID; WATER; FLOW;
D O I
10.1016/j.ijengsci.2012.12.005
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
A coupled formulation based on non-equilibrium thermodynamics, Biot's elasticity is derived to model thermal-osmotic flow in very low permeability rock. Darcy's law has been modified by incorporating thermal effects from the dissipation process by using standard arguments of non-equilibrium thermodynamics. The relationship of chemical potential of water and pore water pressure has been analysed. Helmholtz free energy is used to construct the structure of the mechanics model. The derived coupled equations can be validated by comparing with those from Mechanics approach. Finally, finite elements are used to solve the governing equations. The numerical results show the thermal-osmosis has an important effect on water transport in very low permeability porous media. (C) 2013 Elsevier Ltd. All rights reserved.
引用
收藏
页码:1 / 13
页数:13
相关论文
共 50 条
  • [1] Multiphase thermo-hydro-mechanical coupled soil drying model with phase-exchange based on mixture coupling theory
    Sendula, Andrea
    Wang, Kai
    Subramanyam, Shashank B.
    Cray, Jake
    Oram, Matthew
    Chen, Xiaohui
    Heitor, Ana
    Harbottle, David
    Brown, Kenny
    [J]. INTERNATIONAL JOURNAL OF ENGINEERING SCIENCE, 2024, 203
  • [2] Estimating effective thermal conductivity of unsaturated bentonites with consideration of coupled thermo-hydro-mechanical effects
    Chen, Yifeng
    Zhou, Song
    Hu, Ran
    Zhou, Chuangbing
    [J]. INTERNATIONAL JOURNAL OF HEAT AND MASS TRANSFER, 2014, 72 : 656 - 667
  • [3] Theory and application of a fully coupled thermo-hydro-mechanical finite element model
    Vaziri, HH
    [J]. COMPUTERS & STRUCTURES, 1996, 61 (01) : 131 - 146
  • [4] A thermo-hydro-mechanical coupled model for unsaturated soils based on thermodynamic theory of granular matter
    Yang G.-C.
    Bai B.
    [J]. Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering, 2019, 41 (09): : 1688 - 1697
  • [5] Studies on coupled thermo-hydro-mechanical model of hot rock
    Ma, Jie
    [J]. SUSTAINABLE DEVELOPMENT OF URBAN AND RURAL AREAS, 2014, 507 : 864 - 868
  • [6] Formulation of thermo-hydro-mechanical coupling behavior of unsaturated soils based on hybrid mixture theory
    Guo-Qing Cai
    Cheng-Gang Zhao
    Dai-Chao Sheng
    An-Nan Zhou
    [J]. Acta Mechanica Sinica, 2014, 30 (04) : 559 - 568
  • [7] Formulation of thermo-hydro-mechanical coupling behavior of unsaturated soils based on hybrid mixture theory
    Guo-Qing Cai
    Cheng-Gang Zhao
    Dai-Chao Sheng
    An-Nan Zhou
    [J]. Acta Mechanica Sinica, 2014, 30 : 559 - 568
  • [8] Formulation of thermo-hydro-mechanical coupling behavior of unsaturated soils based on hybrid mixture theory
    Cai, Guo-Qing
    Zhao, Cheng-Gang
    Sheng, Dai-Chao
    Zhou, An-Nan
    [J]. ACTA MECHANICA SINICA, 2014, 30 (04) : 559 - 568
  • [9] Coupled thermo-hydro-mechanical model for porous materials under frost action: theory and implementation
    Liu, Zhen
    Yu, Xiong
    [J]. ACTA GEOTECHNICA, 2011, 6 (02) : 51 - 65
  • [10] A fully coupled thermo-hydro-mechanical nonlinear model for a frozen medium
    Neaupane, KM
    Yamabe, T
    [J]. COMPUTERS AND GEOTECHNICS, 2001, 28 (08) : 613 - 637