The invisibility of fracture network evolution in the rock under triaxial compression seriously restricts the correlation modeling between dilatancy behavior and fracture interconnectivity. The key to solving such a challenge is strongly dependent on the accurate modeling of the spatial correlation in fracture network, which could be indirectly re-constructed by the acoustic emission (AE) signal cloud. Considering the interaction of local fractures, a cube cluster approach is established to describe the spatial correlation. The evolutional cube clusters effectively present the geometric characteristics induced by the increasing dilatancy of fracture. Two descriptors (i.e. three-axis length sum and pore fraction) are introduced to correlate ...
Rock burst is the result of the development and extension of micro-cracks during the loading process...
Acoustic emission (AE) is a useful non-destructive technique to determine whether damage in rock mat...
The natural fractures in rock mass are susceptible to damage evolution when subjecting to repeated f...
Abstract The geometric properties of fractures influence whether they propagate, arrest, or coalesce...
There are many complex factors that govern the development of fracture networks and the timing of ma...
During rock failure and instability, cracks usually appear as microcracks in local areas and then ex...
It is crucial to understand fracture initiation and propagation in rock as the induced fracture is w...
Natural joints existing in rock significantly affect the stability of long-term served subsurface en...
Predicting the proximity of large-scale dynamic failure is a critical concern in the engineering and...
Fracture and fracture network modelling is a multi-disciplinary research area. Although the literatu...
Time-dependent rock deformation is considered to precede dynamic failure in many rock-engineering pr...
Forecasting the timing of catastrophic failure, such as crustal earthquakes, has been a central conc...
Laboratory results from uniaxial compression tests performed on pink Lac du Bonnet granite samples i...
This thesis focuses on the use of Discrete Fracture Network (DFN) modeling to simulate rock masses w...
Fracture of rock in compression is analyzed using a field-theory model, and the processes of crack c...
Rock burst is the result of the development and extension of micro-cracks during the loading process...
Acoustic emission (AE) is a useful non-destructive technique to determine whether damage in rock mat...
The natural fractures in rock mass are susceptible to damage evolution when subjecting to repeated f...
Abstract The geometric properties of fractures influence whether they propagate, arrest, or coalesce...
There are many complex factors that govern the development of fracture networks and the timing of ma...
During rock failure and instability, cracks usually appear as microcracks in local areas and then ex...
It is crucial to understand fracture initiation and propagation in rock as the induced fracture is w...
Natural joints existing in rock significantly affect the stability of long-term served subsurface en...
Predicting the proximity of large-scale dynamic failure is a critical concern in the engineering and...
Fracture and fracture network modelling is a multi-disciplinary research area. Although the literatu...
Time-dependent rock deformation is considered to precede dynamic failure in many rock-engineering pr...
Forecasting the timing of catastrophic failure, such as crustal earthquakes, has been a central conc...
Laboratory results from uniaxial compression tests performed on pink Lac du Bonnet granite samples i...
This thesis focuses on the use of Discrete Fracture Network (DFN) modeling to simulate rock masses w...
Fracture of rock in compression is analyzed using a field-theory model, and the processes of crack c...
Rock burst is the result of the development and extension of micro-cracks during the loading process...
Acoustic emission (AE) is a useful non-destructive technique to determine whether damage in rock mat...
The natural fractures in rock mass are susceptible to damage evolution when subjecting to repeated f...