Add to ORKGIn mechanized tunneling the annular gap between the segmental lining and the surrounding soil caused by tunnel driving, must be backfilled almost instantaneously with an adequate grouting mortar when tunnelling in soils and particularly in urban area at low overburden. The main goal of this research is to investigate the grouting performance of two-component grout mix also when long curing time is considered
Backfill grouting plays a vital role in shield tunneling. This paper aims to present a comprehensive...
In mechanized tunneling, due to the TBM shield’s advance, an empty annular space remains behind the ...
Filling material is present around the segment lining when a shielded Tunnel Boring Machine is used ...
The instantaneous filling of the annulus that is created behind the segment lining at the end of th...
The two-component backfilling system is becoming the most frequently used method to fill the annular...
In mechanized tunneling the annular gap between the segmental lining and the surrounding soil caused...
The two-component backfilling system is the most frequently used method to fill the annular gap crea...
In shielded mechanized tunneling, the annular gap caused due to the Tunnel boring machine (TBM) driv...
In shielded mechanized tunneling, the annular gap caused due to the Tunnel boring machine (TBM) driv...
The two-component backfilling system is the most commonly used method to fill the annular void creat...
In the mechanized tunnelling with Tunnel Boring Machines (TBM), the filling process of the tail void...
The use of shield machines and instantaneous segment linings for tunnel construction is one of the m...
In mechanized tunneling the annular gap between the segmental lining and the surrounding soil caused...
The mechanized excavation of tunnels generally requires the injection of a grout material between th...
Two-component grout is nowadays the most popular backfilling technique, used widely in rock or soil ...
Backfill grouting plays a vital role in shield tunneling. This paper aims to present a comprehensive...
In mechanized tunneling, due to the TBM shield’s advance, an empty annular space remains behind the ...
Filling material is present around the segment lining when a shielded Tunnel Boring Machine is used ...
The instantaneous filling of the annulus that is created behind the segment lining at the end of th...
The two-component backfilling system is becoming the most frequently used method to fill the annular...
In mechanized tunneling the annular gap between the segmental lining and the surrounding soil caused...
The two-component backfilling system is the most frequently used method to fill the annular gap crea...
In shielded mechanized tunneling, the annular gap caused due to the Tunnel boring machine (TBM) driv...
In shielded mechanized tunneling, the annular gap caused due to the Tunnel boring machine (TBM) driv...
The two-component backfilling system is the most commonly used method to fill the annular void creat...
In the mechanized tunnelling with Tunnel Boring Machines (TBM), the filling process of the tail void...
The use of shield machines and instantaneous segment linings for tunnel construction is one of the m...
In mechanized tunneling the annular gap between the segmental lining and the surrounding soil caused...
The mechanized excavation of tunnels generally requires the injection of a grout material between th...
Two-component grout is nowadays the most popular backfilling technique, used widely in rock or soil ...
Backfill grouting plays a vital role in shield tunneling. This paper aims to present a comprehensive...
In mechanized tunneling, due to the TBM shield’s advance, an empty annular space remains behind the ...
Filling material is present around the segment lining when a shielded Tunnel Boring Machine is used ...