Client: EUROSCAVI Srl – Italy
Year: 2011
What I did: I made the detailed design and work supervising of the installation, by pilot tubing, of a DN600 (24 in) GRP pipe for the connection of two ventilation shafts in the new subway line C in Rome, Italy.
Client: ENI Spa – Italy
Year: 2014
What I did: I made the feasibility study and wrote the technical standard for the rehabilitation, by flexible high-pressure hoses, of two 12″ oil pipeline, each one 1.800 m long, with multiple curves. Total length 3.600 m (11.800 ft).
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Client: SPUNTON IMPIANTI Srl – ADVANCED SERVICES Srl – Italy
Year: 2012
What I did: detailed design and project management of the replacement, by pipe bursting, of concrete sewer pipes DN200-400 (8-16 in) and of the rehabilitation by UV-CIPP of concrete sewer pipes DN 250, 400, 600, 700, 800, 900 and 1000 mm (10, 16, 24, 28, 32, 36 and 40 in) for a total length of 2,5 km (1,6 miles) at the Florence American Cemetery of the WWII.
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Client: FONDAZIONI SPECIALI Spa, Italy
Year: 2011-2012
What I did: I worked as the head of R&D of the HDD division, having the following charges:
I also made the detailed design, performing the role of problem solver during the execution of large river crossing carried out by HDD for the installation of gas pipelines:
Client: CONSORZIO DELLA BONIFICA PARMENSE, Italy
Year: 2015
What I did: I made the feasibility study and the detailed design of the rehabilitation by UV-CIPP of a concrete pressurized water main DN1100 (43 in) for a total length of 1.700 m (5.600 ft).
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Client: ITE Srl, CUBA
Year: 2013-2014
What I did: I made the detailed design and project management of the installation of an high tension electrical infrastructure, performed by using dry directional drilling. All the installations were carried out in karstic rock (sandstone and limestone) with voids and caverns. Pilot bores were drilled by using a Down-The-Hole 4″ directional air powered hammer, equipped with a wireline Digitrack guidance system. Each borehole was reamed up to 550 mm (22 in). The overall installation length was 1.000 m (3,300 ft). Max crossing length: 220 m.
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Client: SE Srl, Italy
Year: 1997-2002
What I did: I collaborated in the development and application of the Dry Directional Drilling technology, being member of the team that developed this technology.
About Dry Directional Drilling technology: DDD is based on the use of compressed air at low pressure (175/360 psi – 12/25 bar) instead of traditional bentonite mud. Down the hole percussive air powered tools have a blow frequency that ranges from 900 to 1.500 blow per minute, which means that they are able to drill, with successful results, any kind of soil and any kind of hard rock banks, even when the rock has a resistance to compression of more than 29,000 psi (200 MPa). The rotating and percussive action exerted by the down-the-hole tool is extremely efficient even in presence of very hard rocks. Moreover, it turns out to be very useful in presence of soft soils, since the percussive action generates a pre-consolidation of the soil, so that it facilitates the drilling and steering stage.
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Client: Revolution Directional Drilling Technology Srl – Italy
Year: 2005-2007
What I did: I developed the idea of a new laser based guidance system for horizontal directional drilling, operating in 2 1/2″ drill string, with a minimum bending radius of 25 m; the system was called ALICE; I developed the algorithm, collaborating to the construction and testing phase of prototypes.
I carried out the feasibility studies for the application of HDD to pre-tunneling compensation grouting and directional underground injections for insulation and treatment.
Client: SE INDUSTRIES Inc., Montreal, QC – Canada
Year: 2000-2002
What I did: I was the General Manager and VP Marketing, Sales and Development of the company. I actively collaborated in the development and application of the Dry Directional Drilling technology, being member of the team that developed this technology. I was the key person for the launch of this technology in the North American market, conceiving and implementing the marketing strategies and managing the relationships with public and private investors interested in this technology.
About Dry Directional Drilling technology: DDD is based on the use of compressed air at low pressure (175/360 psi – 12/25 bar) instead of traditional bentonite mud. Down the hole percussive air powered tools have a blow frequency that ranges from 900 to 1.500 blow per minute, which means that they are able to drill, with successful results, any kind of soil and any kind of rock banks, even when the rock has a resistance to compression of more than 29,000 psi (200 MPa). The rotating and percussive action exerted by the down-the-hole tool is extremely efficient even in presence of very hard rocks. Moreover, it turns out to be very useful in presence of soft soils, since the percussive action generates a pre-consolidation of the soil, so that it facilitates the drilling and steering stage.
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Client: Hydro Quebec, Montreal, QC – Canada
Year: 2000-2001
What I did: I collaborated on the design of a specialized pit launched drilling rig (the pit-launched 250 Scorpio dry directional drilling rig – with 7 tons of pullback force) and on the detailed design of the installation project of more than 28 km (17 miles) of medium tension electrical cables (3 kV), for the connection of 1.000 houses, in the city of Hampstead, Montreal – QC, Canada. I also carried out the training of the engineers and operators both of the Client (Hydro Quebec) and of the Contractor, and I supervised the work in order to assure the expected productivity.
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