Tunneling involves large uncertainties. Since 2009, design of rock tunnels in European countries should be performed in accordance with the Eurocodes. The main principle in the Eurocodes is that it must be shown in all design situations that no relevant limit state is exceeded. This can be achieved with a number of different methods, where the most common one is design by calculation. To account for uncertainties in design, the Eurocode states that design by calculation should primarily be performed using limit state design methods, i.e. the partial factor method or reliability-based methods. The basic principle of the former is that it shall be assured that a structure’s resisting capacity is larger than the load acting on the structure, w...
The Eurocode 7 or EC7 is the Reference Design Code (RDC) for geotechnical design including rock engi...
In engineering practice, widely used methods for the analysis and design of underground projects are...
Geotechnical design problems may be characterized by a certain degree of uncertainty, due to insuffi...
Tunneling involves large uncertainties. Since 2009, design of rock tunnels in European countries sho...
The partial factor design approach has been suggested to replace the factor of safety design in geot...
Since 2009, design of rock tunnels can be performed in accordance with the Eurocodes, which allows t...
Variability is prevalent in rock engineering conditions. This renders commonly used deterministic de...
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 ...
A reliability approach to tunnel support design is presented in this paper. The aim of the work is t...
This paper presents a practical procedure for assessing the system reliability of a rock tunnel. Thr...
ABSTRACT: Uncertainty dominates design in rock engineering to such an extent that it sometimes raise...
AbstractA reliability approach to tunnel support design is presented in this paper. The aim of the w...
The observational design method which uses extensometers to measure the displacements during cavern ...
At the moment, there are no Dutch regulations giving criteria for the design of bored tunnels. These...
The Eurocode 7 or EC7 is the Reference Design Code (RDC) for geotechnical design including rock engi...
In engineering practice, widely used methods for the analysis and design of underground projects are...
Geotechnical design problems may be characterized by a certain degree of uncertainty, due to insuffi...
Tunneling involves large uncertainties. Since 2009, design of rock tunnels in European countries sho...
The partial factor design approach has been suggested to replace the factor of safety design in geot...
Since 2009, design of rock tunnels can be performed in accordance with the Eurocodes, which allows t...
Variability is prevalent in rock engineering conditions. This renders commonly used deterministic de...
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 ...
A reliability approach to tunnel support design is presented in this paper. The aim of the work is t...
This paper presents a practical procedure for assessing the system reliability of a rock tunnel. Thr...
ABSTRACT: Uncertainty dominates design in rock engineering to such an extent that it sometimes raise...
AbstractA reliability approach to tunnel support design is presented in this paper. The aim of the w...
The observational design method which uses extensometers to measure the displacements during cavern ...
At the moment, there are no Dutch regulations giving criteria for the design of bored tunnels. These...
The Eurocode 7 or EC7 is the Reference Design Code (RDC) for geotechnical design including rock engi...
In engineering practice, widely used methods for the analysis and design of underground projects are...
Geotechnical design problems may be characterized by a certain degree of uncertainty, due to insuffi...