Efficient grouting of hard rock requires adequate knowledge of the water-bearing fracture system in the rock mass. The observational method approach involves identifying different possible scenarios and relating them to predefined strategies for grouting design. Parameters useful in preparing a relevant description of the rock mass are presented, as well as a method for choosing a conceptual model. The implications of different fracture systems for the grouting design are discussed. A method is presented for deciding whether grouting is needed in order to ensure a high degree of probability that tunnel leakage will remain below the inflow requirements. The methods presented are applied to data from a real tunnel to illustrate the procedures
In tunnel construction, a common method to reduce water inflow is pre-grouting. There is a need for ...
Grouting at tunnelling in hard rock at great depths below the groundwater table, when constructing a...
An extensive field test was conducted in spring 2005 in the Törnskog Tunnel and consisted of design,...
Efficient grouting of hard rock requires adequate knowledge of the water-bearing fracture system in ...
In tunnel construction in hard rock, a common method to reduce water inflow is to perform pre-grouti...
In tunnel construction in hard rock, a common method to reduce water inflow is to perform pre-grouti...
Grouting is a common method for reducing water inflow in tunneling projects in hard rock. A good gro...
Successful sealing of tunnels by injection of grout into the fractured rock demands knowledge concer...
Underground rock construction is dependent on appropriate assessments of the geological settings at ...
Underground rock construction is dependent on appropriate assessments of the geological settings at ...
\ua9 BeFo and ISRM, 2012. In tunnel construction in hard rock, a common method to reduce water inflo...
Planning of suitable water-mitigating measures, such as grouting, can be valuable for feasibility st...
Some grouting boreholes take no grout and some boreholes take too much, two extremes related to grou...
In tunnel construction, a common method to reduce water inflow is pre-grouting. There is a need for ...
The scope of this paper is to present two tunnel grouting design case studies where the waterproofin...
In tunnel construction, a common method to reduce water inflow is pre-grouting. There is a need for ...
Grouting at tunnelling in hard rock at great depths below the groundwater table, when constructing a...
An extensive field test was conducted in spring 2005 in the Törnskog Tunnel and consisted of design,...
Efficient grouting of hard rock requires adequate knowledge of the water-bearing fracture system in ...
In tunnel construction in hard rock, a common method to reduce water inflow is to perform pre-grouti...
In tunnel construction in hard rock, a common method to reduce water inflow is to perform pre-grouti...
Grouting is a common method for reducing water inflow in tunneling projects in hard rock. A good gro...
Successful sealing of tunnels by injection of grout into the fractured rock demands knowledge concer...
Underground rock construction is dependent on appropriate assessments of the geological settings at ...
Underground rock construction is dependent on appropriate assessments of the geological settings at ...
\ua9 BeFo and ISRM, 2012. In tunnel construction in hard rock, a common method to reduce water inflo...
Planning of suitable water-mitigating measures, such as grouting, can be valuable for feasibility st...
Some grouting boreholes take no grout and some boreholes take too much, two extremes related to grou...
In tunnel construction, a common method to reduce water inflow is pre-grouting. There is a need for ...
The scope of this paper is to present two tunnel grouting design case studies where the waterproofin...
In tunnel construction, a common method to reduce water inflow is pre-grouting. There is a need for ...
Grouting at tunnelling in hard rock at great depths below the groundwater table, when constructing a...
An extensive field test was conducted in spring 2005 in the Törnskog Tunnel and consisted of design,...