Rockbursting in deep tunnelling is a complex phenomenon posing significant challenges both at the design and construction stages of an underground excavation within hard rock masses and under high in situ stresses. While local experience, field monitoring, and informed data-rich analysis are some of the tools commonly used to manage the hazards and the associated risks, advanced numerical techniques based on discontinuum modelling have also shown potential in assisting in the assessment of rockbursting. In this study, the hybrid finite-discrete element method (FDEM) is employed to investigate the failure and fracturing processes, and the mechanisms of energy storage and rapid release resulting in bursting, as well as to assess its utility a...
Rock burst is a violent failure of rock in deep underground conditions, which often has severe conse...
This thesis presents a unified approach for better understanding the failure mechanisms associated w...
We present recent developments in the coupling of the finite element method (FEM) and the discrete e...
Tunnelling processes lead to stress changes surrounding an underground opening resulting in the dist...
Rockburst is one of the severe geotechnical problems that may occur while tunnelling under high in-s...
A hybrid finite-discrete element method (FEM/DEM) is introduced to model the excavation damage zone ...
AbstractOver the past twenty years, there has been a growing interest in the development of numerica...
A brief literature review of numerical studies on excavation damage zone (EDZ) is conducted to compa...
A brief literature review of numerical studies on excavation damage zone (EDZ) is conducted to compa...
The construction of an underground opening leads to changes in the in situ stress regime surrounding...
A combined finite-discrete element method (FDEM) is proposed to model the dynamic fracture, fragment...
A combined finite-discrete element method (FDEM) is proposed to model the dynamic fracture, fragment...
In recent decades, more and more underground tunnels have been designed and constructed in worldwide...
An Increasing need for mining and constructing underground facilities at a greater depth and under h...
A combined finite-discrete element method (FDEM) parallelized on the basis of GPGPU is implemented t...
Rock burst is a violent failure of rock in deep underground conditions, which often has severe conse...
This thesis presents a unified approach for better understanding the failure mechanisms associated w...
We present recent developments in the coupling of the finite element method (FEM) and the discrete e...
Tunnelling processes lead to stress changes surrounding an underground opening resulting in the dist...
Rockburst is one of the severe geotechnical problems that may occur while tunnelling under high in-s...
A hybrid finite-discrete element method (FEM/DEM) is introduced to model the excavation damage zone ...
AbstractOver the past twenty years, there has been a growing interest in the development of numerica...
A brief literature review of numerical studies on excavation damage zone (EDZ) is conducted to compa...
A brief literature review of numerical studies on excavation damage zone (EDZ) is conducted to compa...
The construction of an underground opening leads to changes in the in situ stress regime surrounding...
A combined finite-discrete element method (FDEM) is proposed to model the dynamic fracture, fragment...
A combined finite-discrete element method (FDEM) is proposed to model the dynamic fracture, fragment...
In recent decades, more and more underground tunnels have been designed and constructed in worldwide...
An Increasing need for mining and constructing underground facilities at a greater depth and under h...
A combined finite-discrete element method (FDEM) parallelized on the basis of GPGPU is implemented t...
Rock burst is a violent failure of rock in deep underground conditions, which often has severe conse...
This thesis presents a unified approach for better understanding the failure mechanisms associated w...
We present recent developments in the coupling of the finite element method (FEM) and the discrete e...