Openings in rock play a significant role in the performance of rock related structures. The well-established knowledge in this area can contribute to the engineering practices, for example, underground space design, planning and optimisation in Civil and Mining Engineering and wellbore stability in Drilling Engineering, among others (Gui et al. 2017). In this paper, a numerical study on the effect of non-banded openings, i.e., circular opening, on the rock mechanical behaviour is performed using UDEC. It is revealed that the proposed simulation method can reproduce reasonably the crack initiation and propagation, and predict well the change of the mechanical behaviour due to the openings
The performance of underground excavations is inevitably influenced by rock mass characteristics, pr...
The FEM and continuous damage mechanics-based numerical code RFPA is selected as the research tool. ...
As soon as an underground excavation is made, the in situ stresses with in the rock mass gets distur...
Openings including their size, shape and distribution in rock play a significant role in the perform...
Opening holes in rock including their size and distribution can affect the performance of rock-relat...
The effect of opening size, rock properties and stress conditions on the radial displacements ahead ...
In this study, stress solution for rock mass containing two rectangular openings was calculated base...
In this study, the triangle interpolation method for the calculation of mapping functions of plates ...
In this study, the triangle interpolation method for the calculation of mapping functions of plates ...
Based on the Mohr–Coulomb criterion, a new analytical solution of a circular opening under nonunifor...
The phenomenon of roughness induced opening or slip opening is well known in rock mechanics and rela...
Tunnel construction in a rock mass produces damage around the tunnel by concentration of in situ str...
During opening construction, the accumulated wall displacement and the developing excavation damaged...
With reference to the experimental observation of crack initiation and propagation from pre-existing...
Several factors have crucial impact on the serviceability of underground openings including: the qua...
The performance of underground excavations is inevitably influenced by rock mass characteristics, pr...
The FEM and continuous damage mechanics-based numerical code RFPA is selected as the research tool. ...
As soon as an underground excavation is made, the in situ stresses with in the rock mass gets distur...
Openings including their size, shape and distribution in rock play a significant role in the perform...
Opening holes in rock including their size and distribution can affect the performance of rock-relat...
The effect of opening size, rock properties and stress conditions on the radial displacements ahead ...
In this study, stress solution for rock mass containing two rectangular openings was calculated base...
In this study, the triangle interpolation method for the calculation of mapping functions of plates ...
In this study, the triangle interpolation method for the calculation of mapping functions of plates ...
Based on the Mohr–Coulomb criterion, a new analytical solution of a circular opening under nonunifor...
The phenomenon of roughness induced opening or slip opening is well known in rock mechanics and rela...
Tunnel construction in a rock mass produces damage around the tunnel by concentration of in situ str...
During opening construction, the accumulated wall displacement and the developing excavation damaged...
With reference to the experimental observation of crack initiation and propagation from pre-existing...
Several factors have crucial impact on the serviceability of underground openings including: the qua...
The performance of underground excavations is inevitably influenced by rock mass characteristics, pr...
The FEM and continuous damage mechanics-based numerical code RFPA is selected as the research tool. ...
As soon as an underground excavation is made, the in situ stresses with in the rock mass gets distur...