AbstractA reliability approach to tunnel support design is presented in this paper. The aim of the work is the incorporation of classical Level II techniques to the current design method based on the study of the ground-support interaction diagram
Variability is prevalent in rock engineering conditions. This renders commonly used deterministic de...
Since 2009, design of rock tunnels can be performed in accordance with the Eurocodes, which allows t...
At the moment, there are no Dutch regulations giving criteria for the design of bored tunnels. These...
A reliability approach to tunnel support design is presented in this paper. The aim of the work is t...
AbstractA reliability approach to tunnel support design is presented in this paper. The aim of the w...
Tunneling involves large uncertainties. Since 2009, design of rock tunnels in European countries sho...
In order to determine the overall safety of a tunnel support lining, a reliability-based approach is...
Recent developments of tunnelling technology have led to the construction of many tunnels, not only ...
The possibility of application of structural reliability theory to the computation of the safety mar...
The use of probabilistic methods to analyse reliability of structures is being applied to a variety ...
ABSTRACT: Uncertainty dominates design in rock engineering to such an extent that it sometimes raise...
The partial factor design approach has been suggested to replace the factor of safety design in geot...
This paper presents a practical procedure for assessing the system reliability of a rock tunnel. Thr...
In tunnel construction, as in every engineering work, it is usual the decision making, with incomple...
In order to maintain the safety of underground constructions that significantly involve geo-material...
Variability is prevalent in rock engineering conditions. This renders commonly used deterministic de...
Since 2009, design of rock tunnels can be performed in accordance with the Eurocodes, which allows t...
At the moment, there are no Dutch regulations giving criteria for the design of bored tunnels. These...
A reliability approach to tunnel support design is presented in this paper. The aim of the work is t...
AbstractA reliability approach to tunnel support design is presented in this paper. The aim of the w...
Tunneling involves large uncertainties. Since 2009, design of rock tunnels in European countries sho...
In order to determine the overall safety of a tunnel support lining, a reliability-based approach is...
Recent developments of tunnelling technology have led to the construction of many tunnels, not only ...
The possibility of application of structural reliability theory to the computation of the safety mar...
The use of probabilistic methods to analyse reliability of structures is being applied to a variety ...
ABSTRACT: Uncertainty dominates design in rock engineering to such an extent that it sometimes raise...
The partial factor design approach has been suggested to replace the factor of safety design in geot...
This paper presents a practical procedure for assessing the system reliability of a rock tunnel. Thr...
In tunnel construction, as in every engineering work, it is usual the decision making, with incomple...
In order to maintain the safety of underground constructions that significantly involve geo-material...
Variability is prevalent in rock engineering conditions. This renders commonly used deterministic de...
Since 2009, design of rock tunnels can be performed in accordance with the Eurocodes, which allows t...
At the moment, there are no Dutch regulations giving criteria for the design of bored tunnels. These...
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