The airway drift of “Trudovskaya” mine of “DTEK” company was chosen as an object of research because of strong effect of rock pressure and water influence in the excavation. The main forms of rock pressure in the excavation are rock falling from the side and the roof, and intense swelling. The main purpose of numerical simulation is to justify the parameters of the support systems of the excavations, which are exploited in the “Trudovskaya” mine. As a test model was accepted a model which reflects a real situation in the vicinity of excavation
W artykule przedstawiono próbę odwzorowania za pomocą modelowania numerycznego, zachowania się górot...
The Kristineberg mine has a long history of large ground deformation which consequently incites grou...
A digital model of geomechanical processes in a structurally heterogeneous geo-massif with considera...
This thesis describes the development of physical models specifically to predict the behaviour of st...
The article is devoted to the analysis of approaches to modeling the stress-strain state of a block ...
Underground excavations break the balance of the initial stress field and cause stress redistributio...
The study investigated the impact of post-failure properties of the rock mass on the stress-deformat...
Orepasses and ventilation shafts are examples of mine infrastructure that are subjected to increasin...
In this paper a KBS computational system, designated by GEOPAT, for the calculation of geomechanical...
On the base of a quite simple structural model of a rock mass, containing coal seams on two horizons...
This paper focuses on the application and verification of mathematical models of the effect of suppo...
The purpose of this study is to determine the nature of influence of the rheological properties of...
Numerical models play a significant role in the design of safe underground mining excavations and su...
The development of new deposits enterprises requires the construction of deep and super deep vertica...
The paper presents simulation results on gypsum-sand mixtures models. The experiments have been carr...
W artykule przedstawiono próbę odwzorowania za pomocą modelowania numerycznego, zachowania się górot...
The Kristineberg mine has a long history of large ground deformation which consequently incites grou...
A digital model of geomechanical processes in a structurally heterogeneous geo-massif with considera...
This thesis describes the development of physical models specifically to predict the behaviour of st...
The article is devoted to the analysis of approaches to modeling the stress-strain state of a block ...
Underground excavations break the balance of the initial stress field and cause stress redistributio...
The study investigated the impact of post-failure properties of the rock mass on the stress-deformat...
Orepasses and ventilation shafts are examples of mine infrastructure that are subjected to increasin...
In this paper a KBS computational system, designated by GEOPAT, for the calculation of geomechanical...
On the base of a quite simple structural model of a rock mass, containing coal seams on two horizons...
This paper focuses on the application and verification of mathematical models of the effect of suppo...
The purpose of this study is to determine the nature of influence of the rheological properties of...
Numerical models play a significant role in the design of safe underground mining excavations and su...
The development of new deposits enterprises requires the construction of deep and super deep vertica...
The paper presents simulation results on gypsum-sand mixtures models. The experiments have been carr...
W artykule przedstawiono próbę odwzorowania za pomocą modelowania numerycznego, zachowania się górot...
The Kristineberg mine has a long history of large ground deformation which consequently incites grou...
A digital model of geomechanical processes in a structurally heterogeneous geo-massif with considera...