A coupled thermal−hydraulic−chemical (THC) model was carried out in this paper to study the influence of rock heterogeneity and the coupling effect of temperature, groundwater, and hydrochemistry on rock damage. Firstly, the hydrochemical and hydraulic erosion equations were established. The equations of the coupled THC model were established by combining the hydrochemical and hydraulic erosion equations, the flow equations, and the heat transfer equations. Weibull distribution was adopted to govern the heterogeneity of initial rock porosity distribution. Secondly, the influence of the hydrochemistry, the temperature and the initial porosity heterogeneity on porosity and fluid velocity change was studied. Then the rock damage ru...
The emplacement of heat-generating nuclear waste in the potential geologic repository at Yucca Mount...
Various thermal-hydrologic models have been developed to simulate thermal-hydrologic conditions in e...
This paper is concerned with the evaluation of permeability of fractured rock mass due to the cover ...
Seepage refers to dripping of water into an underground tunnel. When hot radioactive waste is placed...
A multi-physics numerical model was developed to predict the fluid flow and mass transport behavior ...
A coupled thermal-nonlinear hydraulic-mechanical (THM) model for fault water inrush was carried out ...
A major concern in the development of hot dry rock (HDR) and hot fractured rock (HFR) reservoirs is ...
Water inrush disasters in mining frequently occur under the influence of confined water-bearing faul...
Abstract Water inrush hazard is one of the major threats in mining tunnel construction. Rock particl...
With the development of tunnels and other engineering constructions into the deep strata, rock masse...
A major concern in the development of hot dry rock (HDR) and hot fractured rock (HFR) reservoirs is...
Coupling effects between thermal, hydraulic, chemical and mechanical (THCM) processes for rock mater...
Abstract. A major concern in the development of hot dry rock (HDR) and hot fractured rock (HFR) rese...
As the working face advances, the overlying aquiclude is subjected to periodic dynamic loads, causin...
This paper is concerned with the evaluation of permeability of fractured rock mass due to the cover ...
The emplacement of heat-generating nuclear waste in the potential geologic repository at Yucca Mount...
Various thermal-hydrologic models have been developed to simulate thermal-hydrologic conditions in e...
This paper is concerned with the evaluation of permeability of fractured rock mass due to the cover ...
Seepage refers to dripping of water into an underground tunnel. When hot radioactive waste is placed...
A multi-physics numerical model was developed to predict the fluid flow and mass transport behavior ...
A coupled thermal-nonlinear hydraulic-mechanical (THM) model for fault water inrush was carried out ...
A major concern in the development of hot dry rock (HDR) and hot fractured rock (HFR) reservoirs is ...
Water inrush disasters in mining frequently occur under the influence of confined water-bearing faul...
Abstract Water inrush hazard is one of the major threats in mining tunnel construction. Rock particl...
With the development of tunnels and other engineering constructions into the deep strata, rock masse...
A major concern in the development of hot dry rock (HDR) and hot fractured rock (HFR) reservoirs is...
Coupling effects between thermal, hydraulic, chemical and mechanical (THCM) processes for rock mater...
Abstract. A major concern in the development of hot dry rock (HDR) and hot fractured rock (HFR) rese...
As the working face advances, the overlying aquiclude is subjected to periodic dynamic loads, causin...
This paper is concerned with the evaluation of permeability of fractured rock mass due to the cover ...
The emplacement of heat-generating nuclear waste in the potential geologic repository at Yucca Mount...
Various thermal-hydrologic models have been developed to simulate thermal-hydrologic conditions in e...
This paper is concerned with the evaluation of permeability of fractured rock mass due to the cover ...