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Technologies
     ADECO-RS
     RS Method
     Extrusion Test
     Jet-Grouting
Mechanical precutting and
     core-face reinforcement
     Using Fibre-Glass Structures
     Cellular Arch
     Artificial Ground
     Overburdens
     Widening of tunnels
     without interrupting
     traffic
     Cellular Embankment
References
Publications
 
Detail of mechanical
pre-cutting
 
Filling the precut with shotcrete
 
Core-face reinforcement using fibre-glass structures
 
The core-face of the Pianoro Tunnel, treated with fibre glass reinforcement (New High Speed/High Capacity railway line between Bologna and Florence)

 


Full face mechanical precutting and ground improvement of the advance core using glass-fibre structures are both construction technologies developed by Rocksoil S.p.A. between 1986 and 1988. They have both solved once and for all the problem of tunnelling in ground with a clayey matrix of very poor geomechanical quality susceptible to chemical and physical weathering.


cross-section


longitudinal section


advance rate comparison

The large number of tunnels which had previously posed serious problems to designers and constructors and that have now been completed with success, demonstrate just how effective these new technologies are. Used together they have resulted in constant and safe tunnelling with excellent advance rates (2.75 m./day full face) even in situations of extreme instability which would otherwise not have allowed any advance.



 
   


The first mechanical precutting machine



The core-face of a tunnel on the Sibari-Cosenza railway line protected by a precut shell



Strengthening of the core-face of the San Vitale Tunnel by means of fibre glass reinforcement (Caserta-Foggia railway line)


Insertion of fibre-glass reinforcement in the core-face (S. Vitale Tunnel, Caserta-Foggia railway line)


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