Optimization of the Passive Regime of Artificial Freezing of a Water-Saturated Rock Mass

2020 ◽  
Vol 93 (3) ◽  
pp. 685-692
Author(s):  
M. S. Zhelnin ◽  
O. A. Plekhov ◽  
L. Yu. Levin
2020 ◽  
Vol 56 (2) ◽  
pp. 297-308
Author(s):  
M. A. Semin ◽  
L. Yu. Levin ◽  
M. S. Zhelnin ◽  
O. A. Plekhov

2021 ◽  
Vol 94 (1) ◽  
pp. 45-55
Author(s):  
M. A. Semin ◽  
L. Yu. Levin ◽  
O. S. Parshakov

2015 ◽  
Vol 8 (7) ◽  
pp. 2167-2185 ◽  
Author(s):  
A. P. S. Selvadurai ◽  
A. P. Suvorov ◽  
P. A. Selvadurai

Abstract. The paper examines the coupled thermo-hydro-mechanical (THM) processes that develop in a fractured rock region within a fluid-saturated rock mass due to loads imposed by an advancing glacier. This scenario needs to be examined in order to assess the suitability of potential sites for the location of deep geologic repositories for the storage of high-level nuclear waste. The THM processes are examined using a computational multiphysics approach that takes into account thermo-poroelasticity of the intact geological formation and the presence of a system of sessile but hydraulically interacting fractures (fracture zones). The modelling considers coupled thermo-hydro-mechanical effects in both the intact rock and the fracture zones due to contact normal stresses and fluid pressure at the base of the advancing glacier. Computational modelling provides an assessment of the role of fractures in modifying the pore pressure generation within the entire rock mass.


1982 ◽  
Vol 18 (11) ◽  
pp. 982-986 ◽  
Author(s):  
R. M. Israfilov
Keyword(s):  

2013 ◽  
Vol 838-841 ◽  
pp. 800-804
Author(s):  
Shang Ge Liu ◽  
Hua Xu ◽  
Jian Liu ◽  
Xiao Tao

Based on the direct shear tests of schist and shale at dry and water-saturated states, combed with the advantages and disadvantages of models for rock mass and structure surface, we proposed shear stress-displacement constitutive model of schistose rock mass. The model is in the form of piecewise exponential function and its advantages are as follows: Piecewise function can reasonably describe the nonlinear pre-peak shear hardening and post-peak shear softening characteristics; Regard peak strength, peak displacement and residual strength as critical points, so it can accurately describe the strength characteristics of the material; The fitting degree is high with direct shear tests both at dry and water-saturated states; Only one parameter value is needed to obtain by fitting experimental curves while others are convenient to determine. All of those are benefit to applications in engineering practice.


2014 ◽  
Vol 7 (6) ◽  
pp. 7351-7394 ◽  
Author(s):  
A. P. S. Selvadurai ◽  
A. P. Suvorov ◽  
P. A. Selvadurai

Abstract. The paper examines the coupled thermo-hydro-mechanical (THM) processes that develop in a fractured rock region within a fluid-saturated rock mass due to loads imposed by an advancing glacier. This scenario needs to be examined in order to assess the suitability of potential sites for the location of deep geologic repositories for the storage of high-level nuclear waste. The THM processes are examined using a computational multiphysics approach that takes into account thermo-poroelasticity of the intact geological formation and the presence of a system of sessile but hydraulically interacting fractures (fracture zones). The modeling considers coupled thermo-hydro-mechanical effects in both the intact rock and the fracture zones due to contact normal stresses and fluid pressure at the base of the advancing glacier. Computational modelling provides an assessment of the role of fractures that can modify the pore pressure generation within the entire rock mass.


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