The technique of the Riemann problem with displacement is used to solve the steady two-dimensional problem of freezing of groundwater flow by two `freeze pipes'. A series of steady-state limiting configurations is analyzed, and it is shown that as the area of frozen soil around the pipes grows, the two frozen regions eventually `link' to form a single frozen zone. If the process is reversed (the united body is unfrozen in stages) the `division' (i.e., unlinking) follows a different path. Hence there is hysteresis in the linking and division of the frozen zone. Mathematically, it appears that within some range of input parameters the problem has several solutions. We obtain the `phase diagram' for frozen domains and show that the linking con...
AbstractChanges of densities occur naturally in many phase transition problems and lead to the bulk ...
Frost heave describes the phenomenon whereby soil freezing causes upwards sur-face motion due to the...
This paper introduces a thermo-hydro-mechanical computational model for freezing and thawing in poro...
The technique of the Riemann problem with displacement is used to solve the steady two-dimensional p...
A numerical model capable of simulating the freezing of aqueous solution flow in saturated porous me...
Taking into account moisture migration and heat change during the soil freezing process, as well as ...
The paper presents a novel mathematical model of coupled hygro-thermo-mechanical processes in a poro...
For the artificial ground freezing (AGF) projects in highly permeable formations, the effect of grou...
This paper addresses the difficult closure of a frozen wall in a coal mine shaft due to excessive se...
Artificial ground freezing is a ground sealing and reinforcement technique regularly used in civil a...
The artificial ground freezing method is a waterproofing technique and/or temporary consolidation pr...
Graduation date: 1983Changes of density occur naturally in phase transition processes and introduce ...
A stabilized thermo-hydro-mechanical (THM) finite element model is introduced to investigate the fre...
Artificial ground freezing (AGF) is a common technology of shaft sinking through water-bearing strat...
To uilize the shallow geothermal energy, heat pumps are often coupled with borehole heat exchangers ...
AbstractChanges of densities occur naturally in many phase transition problems and lead to the bulk ...
Frost heave describes the phenomenon whereby soil freezing causes upwards sur-face motion due to the...
This paper introduces a thermo-hydro-mechanical computational model for freezing and thawing in poro...
The technique of the Riemann problem with displacement is used to solve the steady two-dimensional p...
A numerical model capable of simulating the freezing of aqueous solution flow in saturated porous me...
Taking into account moisture migration and heat change during the soil freezing process, as well as ...
The paper presents a novel mathematical model of coupled hygro-thermo-mechanical processes in a poro...
For the artificial ground freezing (AGF) projects in highly permeable formations, the effect of grou...
This paper addresses the difficult closure of a frozen wall in a coal mine shaft due to excessive se...
Artificial ground freezing is a ground sealing and reinforcement technique regularly used in civil a...
The artificial ground freezing method is a waterproofing technique and/or temporary consolidation pr...
Graduation date: 1983Changes of density occur naturally in phase transition processes and introduce ...
A stabilized thermo-hydro-mechanical (THM) finite element model is introduced to investigate the fre...
Artificial ground freezing (AGF) is a common technology of shaft sinking through water-bearing strat...
To uilize the shallow geothermal energy, heat pumps are often coupled with borehole heat exchangers ...
AbstractChanges of densities occur naturally in many phase transition problems and lead to the bulk ...
Frost heave describes the phenomenon whereby soil freezing causes upwards sur-face motion due to the...
This paper introduces a thermo-hydro-mechanical computational model for freezing and thawing in poro...