The coupled heat-moisture-mechanic model of the frozen soil

Cold Regions Science and Technology

Volumn 31, Issue 3, 2000, Pages 199-205

  Li, Ning ^a,b   Chen, Bo ^b   Chen, Feixong ^b   Xu, Xiaozu ^a  

^a INSTITUTE OF GEOLOGY AND GEOPHYSICS   (China)

^b XI'AN UNIVERSITY OF TECHNOLOGY   (China)

Author keywords

Coupling model; Frozen soil effective stress principle; Frozen soil foundation; Heat moisture deformation; Phase changing

Indexed keywords

COMPUTER SIMULATION; CONSOLIDATION; FINITE ELEMENT METHOD; FREEZING; FROZEN SOILS; MATHEMATICAL MODELS; MECHANICAL PERMEABILITY; MOISTURE; TEMPERATURE; THAWING; THERMAL CONDUCTIVITY OF SOLIDS; THERMOELASTICITY;

FROZEN SOIL EFFECTIVE STRESS PRINCIPLE; FROZEN SOIL FOUNDATION; HEAT MOISTURE DEFORMATION COUPLING MODEL; PHASE CHANGING;

SOIL MECHANICS;

FROZEN GROUND; HEAT TRANSFER; SOIL MOISTURE; TEMPERATURE;

EID: 0034537783     PISSN: 0165232X     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0165-232X(00)00013-6     Document Type: Article

References (13)

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7. A model for water transport and ice lensing in freezing soils
8. Development of the Austrian software final and its application in China
9. Problem of heat and moisture transfer in freezing and thawing soil
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12. Frost action
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