A numerical model for heat and moisture migration in unsaturated freezing soil

Author(s):  
J Teng ◽  
D Sheng ◽  
S Liang ◽  
S Zhang
2012 ◽  
Vol 170-173 ◽  
pp. 97-100
Author(s):  
Zhi Qiang Ji ◽  
Xue Yan Xu ◽  
Chuan Kai Zhao

The purpose of this paper is to present a numerical model of coupled heat, moisture transfer and their effects on the porosity changes of soil during the freezing process. Coupling among heat, moisture, and mechanical deformations is solved based on finite element method. The equilibrium equations of freezing process are investigated based on segregation theory. The numerical model is applied to a 2D problem of a laboratory frost heave test. Numerical simulation reveals the porosity characters during the freezing process. The frost depths and deformations also the porosity in consideration of the orthotropic properties of frozen soil is discussed.


1995 ◽  
Vol 38 (6) ◽  
pp. 1789-1804 ◽  
Author(s):  
K. K. Khankari ◽  
R. V. Morey ◽  
S. V. Patankar

Author(s):  
M Seredyński ◽  
P Furmański ◽  
P Łapka ◽  
M Wasik ◽  
Ł Cieślikiewicz ◽  
...  

2011 ◽  
Vol 317-319 ◽  
pp. 2018-2021
Author(s):  
Xue Ping Wang ◽  
Wei Wei Cao ◽  
Yong Song ◽  
Zhen Wei Zhang

Abstract. The thesis focuses on how to get the mathematical model of mass transfer under some certain simplified conditions and how to gain the moisture content of materials under drying. In this process, authors utilized phenomenological equations of heat and moisture transfer and analyzed the relationship and cross effects between force and flow, which were about various kinds of heat and mass transfer. In addition, the authors also used computer simulation in drying process. The result of the study is that drying rate depends on the speed of the internal moisture migration. The conclusions of this thesis have great significance for selecting the dryer and in the actual production.


1992 ◽  
Vol 29 (6) ◽  
pp. 1044-1059 ◽  
Author(s):  
H. S. Radhakrishna ◽  
A. M. Crawford ◽  
B. Kjartanson ◽  
K. C. Lau

A computer code TRUCHAM developed to model the coupled heat and moisture flow through a porous medium is used to assess the thermohydraulic performance of the clay-based engineered barrier encapsulating nuclear waste containers in a deep geological disposal vault in the borehole emplacement concept. This paper contains an overview of the development of the numerical model and its application to the buffer–container experiment at the Underground Research Laboratory of Atomic Energy of Canada Limited Research. The thermohydraulic transport parameters required for the analysis were determined by specially designed laboratory experiments. The needs for further development of the model and the material properties are identified. Key words : buffer, clay barrier, coupled heat and moisture, heater experiment, numerical model, nuclear waste disposal, thermal diffusivity, unsaturated soil.


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