The Noord/Zuidlijn (North/South Line) is a 9.5 kilometers long metro line tunnel bored underground through the historical city centre of Amsterdam. The Tunnel Bore Machine (TBM) will initiate unacceptable settlement of monumental buildings in the surroundings. At these locations, mitigating measures are defined. One of the measures that will be used is compensating grouting. Compensation grouting is a technique where from a vertical shaft horizontal injection pipes will be brought into the soil underneath the foundation of the protected building. A pump will inject the soil with grout (water cement mixture) through injection points. The main objective of this research is to set up an experiment where, by means of grout injection, the geomet...
The paper describes a case history -related to the Line 9 excavation in Barcelonawhere compensation...
The fourteenth line of the Paris metro (France), called Météor, is currently extended towards Saint-...
Instability and high permeability are two of the problems facing tunnelling excavations in soils wit...
This thesis reports on experimental research on compensation grouting in sand. It is investigated in...
The construction of a new metro line in the city centre of Amsterdam, the so-called Noord/Zuidlijn, ...
At the rear of a tunnel-boring machine (TBM), the tail void - the annular space between the concrete...
Leakage of sand and water through a diaphragm wall for the Vijzelgracht station of the Amsterdam Nor...
Physical model experiments on compensation grouting in sands were performed in two different setups ...
Compensation grouting is often employed as a mitigation technique to reduce the settlements induced ...
The phenomenon of fracturing in sand as a result of compensation grouting was studied. Processes of ...
To fight increasing traffic in city centres, tunnelling can be used to move traffic under the surfac...
In this study, an ideal compaction grouting technique was designed by injecting grout into a special...
Compensation grouting is increasingly employed as a mitigation technique of settlements induced by t...
The new Underground Line B1 works in Rome involve the construction of three new stations and of abou...
In tunnel construction in hard rock, a common method to reduce water inflow is to perform pre-grouti...
The paper describes a case history -related to the Line 9 excavation in Barcelonawhere compensation...
The fourteenth line of the Paris metro (France), called Météor, is currently extended towards Saint-...
Instability and high permeability are two of the problems facing tunnelling excavations in soils wit...
This thesis reports on experimental research on compensation grouting in sand. It is investigated in...
The construction of a new metro line in the city centre of Amsterdam, the so-called Noord/Zuidlijn, ...
At the rear of a tunnel-boring machine (TBM), the tail void - the annular space between the concrete...
Leakage of sand and water through a diaphragm wall for the Vijzelgracht station of the Amsterdam Nor...
Physical model experiments on compensation grouting in sands were performed in two different setups ...
Compensation grouting is often employed as a mitigation technique to reduce the settlements induced ...
The phenomenon of fracturing in sand as a result of compensation grouting was studied. Processes of ...
To fight increasing traffic in city centres, tunnelling can be used to move traffic under the surfac...
In this study, an ideal compaction grouting technique was designed by injecting grout into a special...
Compensation grouting is increasingly employed as a mitigation technique of settlements induced by t...
The new Underground Line B1 works in Rome involve the construction of three new stations and of abou...
In tunnel construction in hard rock, a common method to reduce water inflow is to perform pre-grouti...
The paper describes a case history -related to the Line 9 excavation in Barcelonawhere compensation...
The fourteenth line of the Paris metro (France), called Météor, is currently extended towards Saint-...
Instability and high permeability are two of the problems facing tunnelling excavations in soils wit...