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Volume 34 Issue 10
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HE Min, LI Ning, LIU Nai-fei. Analysis and validation of coupled heat-moisture-deformation model forsaturated frozen soils[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(10): 1858-1865.
Citation: HE Min, LI Ning, LIU Nai-fei. Analysis and validation of coupled heat-moisture-deformation model forsaturated frozen soils[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(10): 1858-1865.
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Analysis and validation of coupled heat-moisture-deformation model forsaturated frozen soils

  • (1. Xi'an University of Technology, Xi'an 710048, China; 2. State Key Laboratory of Frozen Soil Engineering, CAREERI, CAS, Lanzhou 730000, China; 3. Northwest Hydro Consulting Engineering, Xi'an 710048, China)

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  • Received Date: October 07, 2010
  • Published Date: November 13, 2012
    Graphical Abstract
    • Abstract
  • Based on the theoretical frame of multi-phase porous medium for saturated frozen soils, the momentum equilibrium equation, the continuity equation, and the energy equation of the coupled model for frozen soils are simplified through the introduction of Clapeyron equation to describe the temperature gradient on the moisture migration in freezing zone and considering the actual engineering characteristics in cold regions. The program of the FEM resolution for the coupled heat-moisture-deformation model for civil engineering in cold zone is established under the plane strain. The simulated results for analyzing Penner's lab heaving tests are introduced to check and validate the rationality and reliability of the proposed model.
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    • References (28)
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