 
    Rock or soil mass treatment for tunnel excavation
The construction of underground works, especially in urban areas, in medium and large cities, has been adopted as a solution 
    to the problems of population density and competition for land use. Brazilian tunnel engineering has had an enormous development 
    over the past 10 years, notably the NATM method (New Austrian Tunneling Method), excavations by biased and shotcrete lining 
    associated with crankshaft and welded wire mesh.
    Rock or soil mass treatment is any service that aims to stabilize the soil to prevent disruptions, reduce the allowable values 
    and the deformations of the mass repressions during the excavation or depending on the density of the soft soil and give sealing 
    as the massive, reducing its permeability and the hydrodynamic pressure. There are various methods of soil treatment, however we 
    have directed the work to develop and implement the following ones:
- Soil-cement columns molded "in situ" by the technology of Jet Grouting;
- Deep sub-horizontal drains (DHP's);
- Structuring the mass by rigid inclusions;
- Needling of the excavation front.
Execution methodology
 
    
 Large diameter Bored Pile
 Large diameter Bored Pile Slurry Wall
 Slurry Wall Diaphragm Pile
 Diaphragm Pile CFA Pile
 CFA Pile Root Pilles
 Root Pilles Jet Grouting
 Jet Grouting Environmental Geotechnics
 Environmental Geotechnics Soil improvement
 Soil improvement Cutter Soil Mixing
 Cutter Soil Mixing Hydromill
 Hydromill Tiebacks
 Tiebacks Massive treatment
 Massive treatment Static load tests
 Static load tests
 Services
 
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