Geological factors including the orientation, condition and frequency of discontinuities in rock mass, and also intact rock properties such as strength and brittleness are crucial parameters for performance analysis of hard rock TBMs. These data along with machine specifications such as thrust and power allow the appraisal and prediction of machine penetration rates. Recently completed projects include the Queens freshwater, Manapouri Second tailrace hydropower and the Milyang hydropower tunnels are assessed to investigate the effect of geological and rock mass conditions on the penetrability of utilized full face tunneling machines. Compilation of the experiences and datasets obtained from these projects indicates that even though intact r...
This paper focuses on performance analysis of Tunnel Boring Machine (in particular gripper TBMs) in ...
The competency of any TBM in any geological condition is determined by a rock or rock mass breakage ...
Estimating the strength and deformation characteristics of a rock mass for tunnel design is generall...
Geological factors including the orientation, condition and frequency of discontinuities in rock mas...
Geological factors including the orientation, condition and frequency of discontinuities in rock mas...
The key parameters on the estimation of tunnel-boring machine (TBM) performance are rock strength, t...
The key parameters on the estimation of tunnel-boring machine (TBM) performance are rock strength, t...
Intact rock properties together with rock mass characteristics should be well investigated for selec...
A combined geological and rock mechanics approach to tunnel face behaviour prediction, based on imp...
The paper analyses the influence of rock mass quality on the performance of a double shield TBM in t...
The aim of this manuscript is to discuss the Tunnel Boring Machine (TBM) performance along the recen...
The knowledge of rock type and technology using for tunnel opening is essential for any mechanical e...
Since early 1980’s, research have been conducted on the prediction of tunnel boring machines (TBM) p...
ABSTRACT: Determining tunnel stability is a key issue during preliminary site investigation. In cont...
The Queens Water Tunnel No. 3, stage 2 having 7.5-km length and 7-m diameter, is excavated by a high...
This paper focuses on performance analysis of Tunnel Boring Machine (in particular gripper TBMs) in ...
The competency of any TBM in any geological condition is determined by a rock or rock mass breakage ...
Estimating the strength and deformation characteristics of a rock mass for tunnel design is generall...
Geological factors including the orientation, condition and frequency of discontinuities in rock mas...
Geological factors including the orientation, condition and frequency of discontinuities in rock mas...
The key parameters on the estimation of tunnel-boring machine (TBM) performance are rock strength, t...
The key parameters on the estimation of tunnel-boring machine (TBM) performance are rock strength, t...
Intact rock properties together with rock mass characteristics should be well investigated for selec...
A combined geological and rock mechanics approach to tunnel face behaviour prediction, based on imp...
The paper analyses the influence of rock mass quality on the performance of a double shield TBM in t...
The aim of this manuscript is to discuss the Tunnel Boring Machine (TBM) performance along the recen...
The knowledge of rock type and technology using for tunnel opening is essential for any mechanical e...
Since early 1980’s, research have been conducted on the prediction of tunnel boring machines (TBM) p...
ABSTRACT: Determining tunnel stability is a key issue during preliminary site investigation. In cont...
The Queens Water Tunnel No. 3, stage 2 having 7.5-km length and 7-m diameter, is excavated by a high...
This paper focuses on performance analysis of Tunnel Boring Machine (in particular gripper TBMs) in ...
The competency of any TBM in any geological condition is determined by a rock or rock mass breakage ...
Estimating the strength and deformation characteristics of a rock mass for tunnel design is generall...