To clarify some aspects of rock destruction with a disc acting on a high confined tunnel face, a series of tests were carried out to examine fracture mechanisms under an indenter that simulates the tunnel boring machine (TBM) tool action, in the presence of an adjacent groove, when a state of stress (lateral confinement) is imposed on a rock sample. These tests proved the importance of carefully establishing the optimal distance of grooves produced by discs acting on a confined surface, and the value (as a mere order of magnitude) of the increase of the thrust to produce the initiation of chip formation, as long as the confinement pressure becomes greater
A series of full-scale laboratory disc cutting tests was conducted with a single disc cutter (432 mm...
For studying the deformation and failure modes of tunnel surrounding rock systematically under diffe...
The state of stress in a subterranean rock mass has classically been assumed to be constant at best....
To clarify some aspects of rock destruction with a disc acting on a high confined tunnel face, a ser...
The understanding of rock breaking and chipping due to the TBM cutter disks mechanism in deep tunne...
In this study, the mechanisms of rock breakage are assessed using tunnel boring machine (TBM) disc c...
It has long been recognised that cracked fractured rock has an effect on the Performance and penetra...
Rock mass boreability is a comprehensive parameter reflecting the interaction between rock mass and ...
With the advance of technology, TBMs are becoming more versatile and TBM tunnelling has become a com...
This paper explores the influence of the confining stress on rock fragmentation under the cutter of ...
An experimental procedure, useful for the evaluation of the structural behaviour of lining segments ...
In order for tunnel boring machines to efficiently cut or break rock, it is necessary that the block...
A combined geological and rock mechanics approach to tunnel face behaviour prediction, based on imp...
A series of full-scale laboratory disc cutting tests was conducted with a single disc cutter (432 mm...
This paper describes a study undertaken to derive hazard scenarios for the excavation of the Kishang...
A series of full-scale laboratory disc cutting tests was conducted with a single disc cutter (432 mm...
For studying the deformation and failure modes of tunnel surrounding rock systematically under diffe...
The state of stress in a subterranean rock mass has classically been assumed to be constant at best....
To clarify some aspects of rock destruction with a disc acting on a high confined tunnel face, a ser...
The understanding of rock breaking and chipping due to the TBM cutter disks mechanism in deep tunne...
In this study, the mechanisms of rock breakage are assessed using tunnel boring machine (TBM) disc c...
It has long been recognised that cracked fractured rock has an effect on the Performance and penetra...
Rock mass boreability is a comprehensive parameter reflecting the interaction between rock mass and ...
With the advance of technology, TBMs are becoming more versatile and TBM tunnelling has become a com...
This paper explores the influence of the confining stress on rock fragmentation under the cutter of ...
An experimental procedure, useful for the evaluation of the structural behaviour of lining segments ...
In order for tunnel boring machines to efficiently cut or break rock, it is necessary that the block...
A combined geological and rock mechanics approach to tunnel face behaviour prediction, based on imp...
A series of full-scale laboratory disc cutting tests was conducted with a single disc cutter (432 mm...
This paper describes a study undertaken to derive hazard scenarios for the excavation of the Kishang...
A series of full-scale laboratory disc cutting tests was conducted with a single disc cutter (432 mm...
For studying the deformation and failure modes of tunnel surrounding rock systematically under diffe...
The state of stress in a subterranean rock mass has classically been assumed to be constant at best....