LAMANNA Luigi Franco, performs for 45 years professional consulting and technical direction in the various sectors of civil, industrial, military, hydraulics, railway, highway and recent years in the sector of “tunneling” and “mining” on the correct
use of special “resin” and related technologies for consolidation, repair and maintenance of masonry, concrete, iron and wood.
Having been established in 1998 to serve in Ground and Foundation Engineering, Temeltaş has been performing qualified projects and moving the present, from its ground, to the future based on its 15 years of experience, its team consisting of professionals and its service understanding featuring high standards.
In accordance with financial and technological conditions, Temeltaş increases its mobility in changing environments and it produces right and economical solutions by its high-tech modern machinery and equipment from design to completion of projects.
Having achieved, since its establishment, the appreciation and satisfaction of domestic and foreign auditing companies in the works it carried out in Turkey and abroad, Temeltaş has adopted it as its principle to maintain its reliable, quality and economical applications with an increasing performance.
NAME:
-Luigi Franco LAMANNA,
SOCIAL POSITION:
-Independent Consultant Tunneling , mining and Oil specialized in mechanized tunneling with Hard Rock TBM and Soft Soil EPB Shields, -Expert and consultant in structural reinforcement (wood, masonry and concrete),
-Chief Executive Officer the FONDAZIONE INTERNAZIONALE DI CENTRO STUDI E RICERCHE - NGO,
ADDRESS:
- Via dei Serpenti 132, 00184 Rome, Italy,
-Phone: +39 06 4742581,
-e-mail: lamannaluigifranco1@gmail.com
Bouygues Travaux Publics_Corporate PresentationPierre HUBERT
CONSTRUCTING SUSTAINABLE INFRASTRUCTURES
Bouygues Travaux Publics is one of the global leaders in the fields of setting territories and the construction of sustainable infrastructures. As a subsidiary of Bouygues Construction specialised in civil engineering and related structures, the company has skills and recognised expertise in underground works, river and maritime works, linear projects, industrial civil engineering, earthworks and surface mining.
From Hong Kong to Canada, Bouygues Travaux Publics has completed numerous iconic projects: the Channel Tunnel, the Beirut seafront, the A28 and A41 motorways, the Ile de Ré and Normandy bridges, Chernobyl’s New Safe Confinement arch, Cairo and Sydney undergrounds, and over 10 tunnels in Hong Kong. Throughout the world, men and women in our company are all committed to innovate and create value for our clients.
Having been established in 1998 to serve in Ground and Foundation Engineering, Temeltaş has been performing qualified projects and moving the present, from its ground, to the future based on its 15 years of experience, its team consisting of professionals and its service understanding featuring high standards.
In accordance with financial and technological conditions, Temeltaş increases its mobility in changing environments and it produces right and economical solutions by its high-tech modern machinery and equipment from design to completion of projects.
Having achieved, since its establishment, the appreciation and satisfaction of domestic and foreign auditing companies in the works it carried out in Turkey and abroad, Temeltaş has adopted it as its principle to maintain its reliable, quality and economical applications with an increasing performance.
NAME:
-Luigi Franco LAMANNA,
SOCIAL POSITION:
-Independent Consultant Tunneling , mining and Oil specialized in mechanized tunneling with Hard Rock TBM and Soft Soil EPB Shields, -Expert and consultant in structural reinforcement (wood, masonry and concrete),
-Chief Executive Officer the FONDAZIONE INTERNAZIONALE DI CENTRO STUDI E RICERCHE - NGO,
ADDRESS:
- Via dei Serpenti 132, 00184 Rome, Italy,
-Phone: +39 06 4742581,
-e-mail: lamannaluigifranco1@gmail.com
Bouygues Travaux Publics_Corporate PresentationPierre HUBERT
CONSTRUCTING SUSTAINABLE INFRASTRUCTURES
Bouygues Travaux Publics is one of the global leaders in the fields of setting territories and the construction of sustainable infrastructures. As a subsidiary of Bouygues Construction specialised in civil engineering and related structures, the company has skills and recognised expertise in underground works, river and maritime works, linear projects, industrial civil engineering, earthworks and surface mining.
From Hong Kong to Canada, Bouygues Travaux Publics has completed numerous iconic projects: the Channel Tunnel, the Beirut seafront, the A28 and A41 motorways, the Ile de Ré and Normandy bridges, Chernobyl’s New Safe Confinement arch, Cairo and Sydney undergrounds, and over 10 tunnels in Hong Kong. Throughout the world, men and women in our company are all committed to innovate and create value for our clients.
Anese began its activities in the agricultural field, later branching into works connected with irrigation and flood management, together with earth movements and the removal of lithoid materials.
Experience and skills earned through time and the level of precision realised have allowed the company to widen its horizons in the field of road construction and urban planning, aqueducts and sewage management as well as other specialised fields, both private and public including prompt emergency assistance to the "Protezione Civile" in the event of natural disasters. In an afford to diversify their technical/commercial competence, the field of work has recently been extended to include projects in horizontal directional drilling.
Another sector of special application is land stabilisation using new technologies for the recycling of terrain, and land reclamation. This application can be employed for road and railway civil engineering (embankments etc..) as well as for the construction of airports and other infrastructural works.
Anese also offers important technical contributions to the field of agriculture in the creation of underground drainage systems to avoid the accumulation of surface water owing to rainfall, maintaining a constant underground water level during periods of heavy rainfall. The result of this is increased land productivity.
The concept of submerged floating tunnels is based on well-known technology applied to floating bridges and offshore structures, but the construction is mostly similar to that of immersed tunnels: One way is to build the tube in sections in a dry dock; then float these to the construction site and sink them into place, while sealed; and, when the sections are fixed to each other, the seals are broken. Another possibility is to build the sections unsealed, and after welding them together, pump the water out.
The ballast used is calculated so that the structure has approximate hydrostatic equilibrium (that is, the tunnel is roughly the same overall density as water), whereas immersed tube tunnels are ballasted more to weight them down to the sea bed. This, of course, means that a submerged floating tunnel must be anchored to the ground or to the water surface to keep it in place (which of these depends on which side of the equilibrium point the tunnel is)
I state that I am not looking for candidate but for a "Trust Structure" such as "Trust Company" or "Brokerage Services" or similar that has the skills and knowledge to comunicate with the top management of the Board of two of the most important business credit institutions of the world by capitalization, in the top 10, for the liquidation of some very important "assets", in US currency which, this Foundation, holds the "Power of Attorney".
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Similar to Lamanna Luigi Franco - Independent Consultant
Anese began its activities in the agricultural field, later branching into works connected with irrigation and flood management, together with earth movements and the removal of lithoid materials.
Experience and skills earned through time and the level of precision realised have allowed the company to widen its horizons in the field of road construction and urban planning, aqueducts and sewage management as well as other specialised fields, both private and public including prompt emergency assistance to the "Protezione Civile" in the event of natural disasters. In an afford to diversify their technical/commercial competence, the field of work has recently been extended to include projects in horizontal directional drilling.
Another sector of special application is land stabilisation using new technologies for the recycling of terrain, and land reclamation. This application can be employed for road and railway civil engineering (embankments etc..) as well as for the construction of airports and other infrastructural works.
Anese also offers important technical contributions to the field of agriculture in the creation of underground drainage systems to avoid the accumulation of surface water owing to rainfall, maintaining a constant underground water level during periods of heavy rainfall. The result of this is increased land productivity.
The concept of submerged floating tunnels is based on well-known technology applied to floating bridges and offshore structures, but the construction is mostly similar to that of immersed tunnels: One way is to build the tube in sections in a dry dock; then float these to the construction site and sink them into place, while sealed; and, when the sections are fixed to each other, the seals are broken. Another possibility is to build the sections unsealed, and after welding them together, pump the water out.
The ballast used is calculated so that the structure has approximate hydrostatic equilibrium (that is, the tunnel is roughly the same overall density as water), whereas immersed tube tunnels are ballasted more to weight them down to the sea bed. This, of course, means that a submerged floating tunnel must be anchored to the ground or to the water surface to keep it in place (which of these depends on which side of the equilibrium point the tunnel is)
I state that I am not looking for candidate but for a "Trust Structure" such as "Trust Company" or "Brokerage Services" or similar that has the skills and knowledge to comunicate with the top management of the Board of two of the most important business credit institutions of the world by capitalization, in the top 10, for the liquidation of some very important "assets", in US currency which, this Foundation, holds the "Power of Attorney".
In my long professional career of almost 45 years, in addition to underground structures, I also had to deal with the structural rehabilitation of bridges, viaducts, embankments, earth and concrete dams.
Therefore, through this new post, I would like to begin to address the problems inherent in the degradation of the concrete of our above-ground infrastructures, using particular resinous and cementitious formulations for the construction, repair and restoration of bridges.
Commonly an anti-nuclear shelter, equipped with particular technological systems, which ensure the complete aseptic air inside it, is indicated as a housing solution to avoid contamination by nuclear radiation during an armed conflict with the use of unconventional weapons. .
The envelope is usually made from a load-bearing structure in reinforced concrete and built directly underground, in depth, to make the most of the shielding action of the ground to defend itself from contamination by chemical weapons and biological weapons and thus avoid contact with every source of pollution and ensure the survival of the occupants for a very variable period of time.
In the event of a nuclear disaster, the release of radioactive substances [radioisotopes] does not happen all at once, but continues over time in the form of gases, vapors and dust. Hence, our exposure to radioactivity is prolonged and depends on the strength and direction of the winds and on our proximity or distance from the place where the nuclear disaster occurred.
In 2005, through the pages of a prestigious Italian trade magazine, I turned to readers, if they were aware of how many methods of excavating underground tunnels, with mechanized cutters, could exist in the complex world of mechanical engineering of the subsoil.
Even today, after 17 years, I have received only a few positive feedbacks.
Up to now, the advantage of excavating with circular mechanized cutters arises from the guarantee because we are able to know the structural stability for any type of tunnel. In practice, it has been possible for many years to create tunnels with different cross sections, rather than circular ones.
In fact, it is possible to design, and at the same time excavate, tunnels with rectangular and oval sections, taking into account that, in the underground excavation, there are always stress states that are little known to most of us, even if we are technicians in the sector.
New emerging problems linked to sustainability and innovation are the development of a new concept of underground excavation, developed in the last 30 years, with particular mechanized cutters to create very versatile tunnels, with different types of configurations. The 3 types of excavation machines most used and known today, for the type of soil on which they must operate, are illustrated below, in figure 01) [Silt & Clay, Sand, Gravel and Rock]
As a technician I try to illustrate my geopolitical vision on why there is a lack of raw materials worldwide, recalling that today the technologies used in the mining sector are very advanced compared to yesterday despite the fact that mining companies lack a unified vision and often struggle to use the scarce resources made available on digital investments.
However, despite the mistrust of many mining companies, I would like to point out that it is still possible, especially in this world scenario, to complete any process of technological innovation that is constantly evolving, as is digitization, which is now possible even in 6G mode [where, compared to 5G, speeds of about 206.25 gigabits per second can be reached] as well as artificial intelligence, on which I urge you to pay your attention, because these are the technologies that will help us change many things quickly to get more efficient mines.
In fact, by integrating more access technologies, covering a larger physical space, it is by providing the best basic capacity, such as communication, to be able to go up to the great depths of the subsoil and the sea, with modern equipment that will be increasingly mechanized, in robotic mode, supporting multiple services, not only necessary for excavation, but all this also contributes to greater operator safety and all in "Green" mode.
This is where the policy must be concentrated, towards the company, helping it, with new targeted investments and new regulations, to evolve its organizational characteristics over time and therefore its ability to manage innovation processes, through the modification of new proposals of law to help us coordinate research and innovation on a global level and not for the conquest of new territories, through absurd wars.
The earth's subsoil and the seabed are the resources of all of us and, starting with the creation of a virtual union, worldwide, in which we will all be interconnected and, if we can manage the flow of data in reproducing any object, created to support the reproduction of mixed mining environments between real and virtual, with human-machine interaction in real time, we can really have a significant reduction in costs and very reduced times, in a controlled way, in search of all those minerals that we need, including the "Rare Earths", even without the use of manpower and with the use of fewer and fewer components.
However, my intent is only to begin to do some clarity with you, to make environmental friends better understand and not only that the ways in which environmental issues are addressed today are currently only instrumental, borrowed from some politicians and from politics, because, these gentlemen still have not realized what we are talking about and discussing.
Mr. LAMANNA Luigi Franco Mr. LAMANNA Luigi Franco has worked in these 45 years as a professional consultant and technical management activity in the various civil, industrial, military, hydraulic, railway, motorway sectors and in the last 25 years in the "Tunneling" sector for land consolidation. , their stabilization in excavation, etc.
For the "Mining" sector, in recent years it has been dealing with the extraction of "Rare Earths" and for the stabilization of slopes [open pit mines], consolidation of the rock support, shotcrete, particular
injections with cements or formulations resinous while, in the "Engineering" of particular "Technologies", for the rehabilitation of deteriorated reinforced concrete structures, following earthquakes or other causes, in particular concrete or earth dams.
Particular attention is paid to the use of special and formulated "resinous" cements and related technologies for the consolidation and repair of masonry, iron and wood.
During the excavation of underground tunnels with TBM of the EPB type (Earth Pressure Balance), with the possibility of being convertible into a Slurry TBM (for use with bentonite mud) to be used for excavation in rock, it is one of the largest problems for the conditioning of the soil, along its entire route, in particular in front of the rotating excavation head, especially when one is in the presence of mixed alluvial soils of the sandy-gravelly type and many times, under the aquifer.
Alluvial soils are composed of a variously assorted mixture of clay, silt or silt, sand and gravel.
These types of soils are very present in river valleys, alluvial plains and in the areas of the mouth of rivers. These are formed thanks to the deposition, during episodes of flooding, of the sediments transported by the flooded watercourses outside their riverbed.
In general, EPB-type TBMs are suitable for making tunnels in the presence of low-permeability soils and with a content of fine particles (diameter <0.075 mm) of at least 15-20%, which require an equilibrium pressure of less than 5 -6 bar. In addition, the EPB-type mechanized milling cutter is more suitable than the bentonite mud [slurry] face counter-pressure machine in the event that numerous inspections in the excavation chamber are required, as the emptying of the excavation chamber takes place through the screw conveyor takes place, in a much faster time.
In 2005, through the pages of a prestigious Italian trade magazine, I turned to readers, if they were aware
of how many methods of excavating underground tunnels, with mechanized cutters, could exist in the
complex world of mechanical engineering of the subsoil.
Even today, after 17 years, I have received only a few positive feedbacks.
The FOUNDATION will participate directly with its "ECO-SUSTAINABLE" and "ECO-INNOVATIVE" projects through the creation of an "INNOVATIVE INDUSTRIAL CENTER" in the process of innovation of the human being and our planet earth through new integrated architecture protocols of " air, subsoil and seabed "of the sixth generation involving" Participatory Startups ", with objectives based exclusively on" research "and" development ".
Rock Reinforcement is used to indicated method of enhancing the rock mass strength and hence improving the ability of rock mass to contain the engineering excavation without deforming excessively.
Rock Support is used to indicated method of applying supporting loads or displacement constraints as additional structural elements, so that the engineering excavation retains its integrity.
Commonly an anti-nuclear shelter, equipped with particular technological systems, which ensure the complete aseptic air inside it, is indicated as a housing solution to avoid contamination by nuclear radiation during an armed conflict with the use of unconventional weapons. .
The envelope is usually made from a load-bearing structure in reinforced concrete and built directly underground, in depth, to make the most of the shielding action of the ground to defend itself from contamination by chemical weapons and biological weapons and thus avoid contact with every source of pollution and ensure the survival of the occupants for a very variable period of time.
In the event of a nuclear disaster, the release of radioactive substances [radioisotopes] does not happen all at once, but continues over time in the form of gases, vapors and dust. Hence, our exposure to radioactivity is prolonged and depends on the strength and direction of the winds and on our proximity or distance from the place where the nuclear disaster occurred.
Usually the lining, for this type of excavation, using TBM-EPB, is made with prefabricated concrete segments, and through this memory, I would like to suggest a new technology and related methodology using, instead of the "Pel-Gravel", of the lightweight cellular concrete / concrete CLC [Reported by ACI Committee 523].
What is very important is that even this type of proposed material must also be able to influence the interaction between the support [which is the rock] and the excavation behavior along the tunnel layout.
Let's start this article with the problems of water infiltration through cracks that occur in prefabricated segments after the assembly phase in a new tunnel under construction.
As illustrated several times, in tunnels, especially in metropolitan areas, it very often happens that excavation works must be carried out below the aquifer level, sometimes at quite high pressures. This is a problem that requires a lot of attention on the part of the designer and the executors, since due to the presence of a pitch, the following can occur:
- problems during the excavation phase;
- problems related to alteration of the aquifer;
- problems with infiltration through the joints and / or cracks that occur in the prefabricated segments due to poor execution of the same or for other reasons.
According to Japanese researchers from the Japan Agency for Marine-Earth Science and Technology there are between 80 and 100 billion tons of rare earths at a depth of between 3,500 and 6,000 meters below the botton of the Pacific Ocean in an area that lies beneath the jurisdiction of Hawaii, east of Tahiti in an area under the jurisdiction of French Polynesia and in the Japanese seabed.
At this depth, between 4 and 6 thousand meters, in addition to the presence of rare earths, there are expanses of polymetallic nodules [1], which are chemical sedimentary rocks, siliceous-metalliferous, spherical or lenticular, characterized from a dark crust of black, bluish or brown color, and from an average diameter of 5 cm and which may contain different percentages of minerals depending on the magma from which the degassing originates (they continuously form where clack-smokers are present) .
I would like to point out that in the vicinity of these black-smokers, typical of the oceanic ridge areas, the temperature goes from 400° C up to 1,000° C and the acidity of the sea water is so low that it touches a pH of 2, 8.
Según investigadores japoneses de la Agencia Japonesa de Ciencia y Tecnología Marina-Terrestre, hay entre 80 y 100 mil millones de toneladas de tierras raras a una profundidad de entre 3,500 y 6,000 metros por debajo del fondo del Océano Pacífico en un área que se encuentra debajo de la jurisdicción. de Hawai, al este de Tahití en un área bajo la jurisdicción de la Polinesia Francesa y en el fondo marino japonés.
A esta profundidad, entre 4 y 6 mil metros, además de la presencia de tierras raras, existen extensiones de nódulos polimetálicos [1], que son rocas sedimentarias químicas, silíceo-metalíferas, esféricas o lenticulares, caracterizadas por una corteza oscura de De color negro, azulado o marrón, y de un diámetro medio de 5 cm y que pueden contener diferentes porcentajes de minerales en función del magma del que se origina la desgasificación (se forman de forma continua donde hay clac-fumadores).
Me gustaría señalar que en las cercanías de estos fumadores negros, típicos de las zonas de cordilleras oceánicas, la temperatura va desde los 400 ° C hasta los 1.000 ° C y la acidez del agua de mar es tan baja que toca un pH de 2, 8.
The immediate future of humanity, in my opinion, must not be projected towards the conquest of space but must be directed towards the subsoil of the earth. From now until 2050, the demand for minerals will increase by more than 300% and extraction will grow at unprecedented rates.
Worldwide there is already a real "hunting" for new materials, in particular those called "rare earths", because they can replace, as already happens in certain industrial and strategic sectors [1] those that are normally used as a source of energy together with other minerals [2], always present in the subsoil, but less valuable.
Before moving on to the repair techniques and materials to be used for the reinforcement of the "cortical layer" of concrete, inside a railway tunnel, it is necessary to make a premise premising that, although many repair techniques are known, they are very different from each other when you are in the presence of a road tunnel, made of traditional or fiber-reinforced concrete, and a hydraulic or railway tunnel, made of prefabricated self-supporting ashlars or traditional reinforced concrete, where, overall, in particular, the concept of durability is enormously different.
PUBLICATION IN ITALIAN AND ENGLISH
In the construction and design of a tunnel, the preliminary study of the rock mass along its route cannot be ignored because it is necessary, first of all, even in the first phase of the design, to consider the various aspects: functional, environmental, social, economic, etc. .
However, the fundamental part is given by the behavior of the geological formations, also in relation to water, which must be studied and analyzed both from a geological and geotechnical point of view. These are the most important factors to consider both in the design and construction phase of a tunnel. In particular:
- crossing of faults and milonitized areas with the presence of fluid-plastic soil;
- strong floods of water;
- gas inflows.
Brief description on the anchoring and nailing of the rock during the excavation of railway tunnels with the traditional NATM Method (New Austrian Tunneling Method).
In Italian and English
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2. u LAMANNA LUIGI FRANCO,
Professional capabilities:
u EXPERT IN MECHANIZED EXCAVATION WITH TBM-EPB (GREASE-SEALANTS,
SOIL CONDITIONING FOAMS AND POLIMERS)
u EXPERT AND CONSULTANT IN STRUCTURAL STRUCTURAL REINFORCEMENT
u CIVIL ENGINEERING AND UNDERGROUND ENG.
u SOLUTIONS IN FOUNDATIONS
u SOLUTIONS IN TUNNELING
u SOLUTIONS IN MINING
u OIL
LAMANNA Luigi Franco, performs for 45 years professional consulting and technical direction in the various sectors of civil,
industrial, military, hydraulics, railway, highway and recent years in the sector of “tunneling” and “mining” on the correct use of
special “resin” [*] and related technologies for consolidation, repair and maintenance of masonry, concrete, iron and wood.
Is the author of numerous scientific publications and is always engaged in the study and development of “innovative
materials” and related techniques and technologies used.
e-mail: lamannaluigifranco1 @ gmail.com
CONSULTING
3. RAILROADS and METROPOLITAN
Repair interventions and the strengthening of reinforced concrete and
masonry railway structures
BRIDGES AND VIADUCTS
Interventions for waterproofing, repairing and consolidation
ROADS AND MOTORWAYS
Works for the repair and strengthening of road embankments and artwork
ENVIRONMENT AND WATER
Interventions for the repair and strengthening of hydraulic constructions
(dams, tunnels, landslides, embankments reinforcement, etc.)
BUILDINGS
Interventions for the repair and strengthening, in particular in seismic zones,
of reinforced concrete structures, masonry and wood
THE STRUCTURE “Lamanna Luigi Franco” SPECIALIZED IN THE DESIGN, REHABILITATION
OF STRUCTURES AND ENGINEERING SOLUTIONS, IN PARTICULAR:
COMPETENCE
4. WORK EXPERIENCE
Year: 2004 - 2018
Position Held: Consulting Engineer/ Consultant/Senior Structural Engineer/Technical Sales Manager for the supply of consumables
during excavation / rehabilitation / restructuring
2004, Società Consortile a r.l. S.E.L.I. & MONTI – AURONZO DI CADORE - BELLUNO (ITALY) – Project tunnel ferroviaria km 2,700 variante di Calalzo tratto Belluno-Calalzo - Rfi Rete Ferroviaria
Italiana –- Location: CALALZO (ITALY)
2004, Joint Venture IMPREGILO s.p.a. – GNOMON S.A. – TCGC S.A. – KARDITSA (GRECIA) - Project tunnel di derivazione – km 17,00 – Location: KARDITSA (GRECIA)
2004, Joint Venture IMPREGILO s.p.a. – EMPEDOS S.A. – KARDITSA (GRECIA) - Project Acheloos Diversion Tunnel to Thessaly – lunghezza tunnel 18 km – diam . 7,30 m – Location: KARDITSA
(GRECIA)
2004, Joint Venture S.E.L.I. s.p.a. - Grandi Lavori Fincosit SpA - Angeles Construction Corp. – ROMA & MANILA (PHILIPPINE) - Project MWSS Metropolitan Waterworks
and Severage System, Manila, Repubblica delle Filippine - galleria di derivazione – km 13,00 – Location: MANILA (PHILIPPINE)
2005, Joint Venture S.E.L.I. – GHELLA s.p.a. – ROMA (ITALY) - Project IDROLETTRICO LA JOYA - COSTARICA - tunnel idraulico della Union Fenosa Internazionale S.A. - km 7,900 di Ø 6,18 m –
Location: COSTARICA
2005, Joint Venture S.E.L.I. s.p.a. – ROMA (ITALY) - Project Underground Automatica di TORINO – Lotto n° 3 – Tratta Collegno-Porta Nuova - km 2,800 – Location: TORINO (ITALY)
2005, Joint Venture S.E.L.I. s.p.a. - Monti s.p.a. e Collini s.p.a. - ROMA (ITALY) - A.E.M. s.p.a. - Project tunnel di derivazione Nuovo Canale Viola in provincia di SONDRIO – km 18,800 di Ø
3,70 m – Location: SONDRIO (ITALY)
2005, Società Consortile CO.ME.TO. a r.l. - (S.E.L.I. spa - Grandi Lavori Fincosit spa) – ROMA (ITALY) - Project Underground Automatica di TORINO – Lotto n° 4 – Tratta Collegno-Porta
Nuova - Km 2,360 – Location: TORINO (ITALY)
2005, Società Consortile METROCENTRO a r.l. (S.E.L.I. spa, Grandi Lavori Fincosit spa, Grassetto spa, C.C.C. spa, COGEFA spa, Interstrade spa) – ROMA (ITALY) - Project Underground
Automatica di TORINO – Lotto n° 5 – Tratta Collegno-Porta Nuova - Km 2,900 – Location: TORINO (ITALY)
5. · 2006, CONSTRUCTORA NORBERTO ODEBRECH – ECUADOR - Project n° 2 gallerie idrauliche – km 16,00 - Tunnel La Esperanza-Poza Honda di 11.400 m, diametro di
scavo 4,04; diametro interno finito 3,50 m - Tunnel Poza Honda-Mancha Grande di 4.100 m, diametro di scavo 4,04 m, diametro interno finito 3,50 m –
Bloccaggio di forti venute d’acqua in sottosuolo - resins for stabilising ground/rock before and after conventional digging or with TBM through injections -
Location: ECUADOR
· 2006, NHPC - GAMMON INDIA Ltd. - MUMBAI – JAGER-S.E.L.I. - Parbati Hydroelectric Project – Himachal Pradesh - INDIA – Project tunnel per impianto idroelettrico
– km 1,500 – resins for stabilising ground/rock before and after conventional digging or with TBM through injections - Location: HIMACHAL PRADESH STATE - ( INDIA)
· 2006, Joint Venture S.E.L.I. s.p.a. – AEGEK S.A. – AKTOR S.A. – ATENE (GRECIA) – Underground di Atene - lunghezza 3,330 km – diam . 9,49 m – tratta Ethniki Amyna-
Stavros – più costruzione di n° 8 pozzi da 25 x 25 m - Location: ATENE (GRECIA)
· 2006, S.E.L.I. s.p.a. – ROMA (ITALY) - Project Kerman Water Transfer Tunnel – galleria da 70 km per impianto idraulico – Location: IRAN
· 2006, S.E.L.I. s.p.a. – ROMA (ITALY) – Tunnel di derivazione da 7,081 km di Ø 4,88 m dall’invaso sul torrente Menta (Reggio Calabria) - Regione Calabria – Assessorato
LL.PP. Settore 36 ter – Location: Reggio Calabria (ITALY)
· 2006, INC GENERAL CONTRACTOR s.p.a. – TORINO (ITALY) – Project tunnel autostradale – Autostrade Siciliane – Location: Castel di Tusa – MESSINA (ITALY) – lotto
29 Quater
· 20016, Joint Venture ACS DRAGADOS, TECSA, JAEGHR, S.E.L.I. s.p.a. – ALORA, MALAGA (ESPANA) - Project Galleria Ferroviaria A.V. di km 9,000 di Ø 10,00 m – Tunnel
de Abdalajis ESTE – Location: ALORA, MALAGA (ESPANA)
· 2006, SACYR S.A.U. – MADRID (ESPANA) – Project Galleria Ferroviaria A.V. di km 9,000 di Ø 10,00 m – Tunnel de Abdalajis OESTE – Location: ALORA, MALAGA
(ESPANA)
· 2006, SALINI COSTRUTTORI s.p.a. – ROMA (ITALY) - Project Cantiere Gilgel Gibe II – Hydroelectric Project - resins for stabilising ground/rock before and after
conventional digging or with TBM through injections: - n° 1 tunnels di km 13,00 per Ø 6,98 m -n° 1 tunnels di km 12,00 per Ø 6,98 m Location: ETHIOPIAN
· 2006, HIDROPASTAZA - NORBERTO ODEBRECH – AMBATO – TUNGRAHUA (ECUADOR) – Hydroelectric Power Project - Tunnel San Francisco di km 15,000 di Ø
7,04 m – double Shield TBM - resins for stabilising ground/rock before and after conventional digging or with TBM through injections - Location: ECUADOR
· 2006, CONSORZIO MONTE GIGLIO a r.l. (S.E.L.I. s.p.a., STRABAG, DEL FAVERO s.p.a) – ITALCEMENTI s.p.a. - Cementificio Nuova Calusco - Tunnel di servizio per
operazioni di trasporto automatizzati al cementificio di km 9,600 di Ø 4,30 m – Location: Calusco d’Adda – BERGAMO (ITALY
6. · 2006, FREJUS SOC. CONS. a r.l. (CLF s.p.a. – AR.FER s.r.l. – GEFER s.p.a. – SALCEF s.p.a. – SECO-RAIL s.a. – VALDITERRA s.p.a.) – R.F.I. s.p.a. - Rete Ferroviaria Italiana s.p.a. –
Linea Ferroviaria TORINO-MODANE – Tunnel du FREJUS – km 13,636 (lato italiano km 6,791 – pendenza 30 %) - resins for stabilising ground/rock before and after
conventional digging or with TBM through injections -Location: Bardonecchia ( ITALY)
2006, ODEBRECHT - S.E.L.I. s.p.a. – Galleria Idroelettrica San Francisco di km 15,000 di Ø 7,04 m – double Shield TBM - resins for stabilising ground/rock before
and after conventional digging or with TBM through injections - Location: ECUADOR
· 2006, TUNEL DEL PERTHUS - Project Galleria Ferroviaria A.V. Spagna-Francia (Figueres-Perpignan) di km 8,141 di Ø 10,00 m – resins for stabilising ground/rock
before and after conventional digging or with TBM through injections - Location: LA JONQUERA, ESPANA
· 2007, CONSORZIO CONSOMETRO (S.I.F. s.p.a. – Società Italiana Fondazioni in consorzio) – Metropolitana di Roma, Linea A – AMLA4 ammodernamento della
linea e riempimento dei vuoti a tergo dei conci con contestuale bloccaggio delle infiltrazioni d’acqua – Location: ROMA (ITALY)
· 2007, SNC-LAVALIN-S.E.L.I. - Project “Canada Line” (Metropolitana di Vancouver - Canada) - n° 2 tunnels di km 2,500/cad per Ø 6,00 m – Location: Vancouver,
CANADA
· 2007, MAIRE ENGINEERING s.p.a. – MAIRE LAVORI SOC. COOP. a r.l. - S.E.L.I. s.p.a. - Project ITALFERR s.p.a. – Galleria Linea Ferroviaria Lamezia Terme Centrale-
Catanzaro Lido – Tratta Settingiano-Catanzaro, km 2,362 di Ø 8,07 m – EPB – Location: Settingiano, Catanzaro (ITALY)
· 2007 CONSORCIO VIA AMARELA (Odebrecht, OAS, Queiroz Galvao, Camago Corria, Andrade G) – Scavo eseguito da S.E.L.I. s.p.a. – Metropolitana di San Paolo
– Linea 4 - km 7.760 di Ø 9,50 m – EPB – Location: AMARELA – SAN PAOLO (BRASILE)
· 2007, CONSORZIO DI BONIFICA DEL CIXERRI, ITALIA – Diga di Madau Zirimilis – Bloccaggio di forte venute d’acqua all’interno dei cunicoli d’ispezione e
ripristino delle condizioni idrogeologiche – Location: SILIQUA (CAGLIARI), ITALY
7. 2008, ASTALDI s.p.a. Succursale Algeria – Tunel de raccordement de la Station de dessalem.
d’eau de mer du HAMMA au reseau d’eau potable d’Alger - Location: Alger (ALGERIA)
2008, SALINI COSTRUTTORI s.p.a. – ROMA (ITALY) - Project Cantiere Gilgel Gibe II – Hydroelectric Project – n° 1 tunnels di km 26,00 per Ø 6,98 m - Tunnelling: Grease-
Sealants and Foams - Location: ETHIOPIAN
2008, SECO-RAIL, NOUVETRA - FRANCE – Tunnel de MORNAY , BOLOZON 2 – Modernisation de la ligne de Bourg-en-Bresse à Bellegarde-sur-Valserine (Ain) –
Consolidation des maconneries - Location: NURIEUX (FRANCE)
2008, S.E.L.I. s.p.a. – Project: Metropolitana di ROMA, diramazione della “Linea B” – lotto B1 tra le stazioni di BOLOGNA e CONCA D’ORO - km 5,638 di Ø 6,76 m –
EPB – Tunnelling: Grease-Sealants and Foams - Location: ROMA (ITALY)
2008, SICIM s.p.a.- BUSSETO (PARMA) – Project: Cantiere IT 348 Località STECCATO – Polimers for soil conditioning - Location: ALTOMONTE, COSENZA (ITALY)
2008, L.I.S. s.r.l.- AOSTA – Project: Risanamento canale OLBIA-ARZACHENA – Location: OLBIA, SARDEGNA (ITALY)
2008, STRATA GROUP COMPANIES – ATLANTA (GEORGIA) – U.S.A. – Project: Strata Mine Service – U.S.A. – Tunnelling Mining: Foams & Polimers for soil
conditioning - Location: GEORGIA (U.S.A.)
2009, S.E.L.I. s.p.a. fornitura per SALINI COSTRUTTORI s.p.a. – ROMA (ITALY) - Project Cantiere Gilgel Gibe II – Hydroelectric Project – n° 1 tunnels di km 26,00 per Ø 6,98
m - Tunnelling: Grease-Sealants and Foams - Location: ETHIOPIAN
2009, S.E.L.I. s.p.a. – Project: Metropolitana di ROMA, diramazione della “Linea B” – lotto B1 tra le stazioni di BOLOGNA e CONCA D’ORO - km 5,638 di Ø 6,76 m –
EPB – Tunnelling: Grease-Sealants - Location: ROMA (ITALY)
2009, L.I.S. s.r.l.- AOSTA – Project: Risanamento canale OLBIA-ARZACHENA – Location: OLBIA, SARDEGNA (ITALY)
2009, BEIJING KAIFU-STAR TECHNOLOGY CO. LTD. – Mining - Tunnelling: Grease-Sealants and Foams & Polimers for soil conditioning - Location: BEIJING (CHINA – R.P.C.)
8. 20010, ASTALDI s.p.a. Succursale Algeria – Reservoir d’Eau HARCHA - Tunnelling: Foams - Location: Alger (ALGERIA)
2010, HAI WAI BU – ZHE JIANG CONSTRUCTION INVESTMENT GROUP CO. LTD. – Metro HANGZHOU CITY, CHINA - Location: HANGZHOU (CHINA – R.P.C.)
2010, BEIJING KAIFU-STAR TECHNOLOGY CO. LTD. – Tail Seal Grease , Tunneling Equpipment Division - Tunnelling: Grease-Sealants and Foams & Polimers for soil
conditioning - Location: Factory in BEIJING (CHINA – R.P.C.)
2010, KUKEN PARTNERS CO. LTD. – Tunnelling and Mining - Tunnelling: Grease-Sealants and Foams & Polimers for soil conditioning - Location: Factory in TOKYO
(JAPAN)
2010, DONGAH GEOLOGICAL ENGINEERING CO., LTD - Tunnelling and Mining - Location: Factory in BUSAN (SUD KOREA)
2010, FUKUMATSU SHOJI CO., LTD – Agent KAWASAKI, Tunneling Equpipment Division, Seul Head Office, Sud Korea - Tunnelling: Grease-Sealants and Foams &
Polimers for soil conditioning - Location: Factory in SEUL (SUD KOREA)
2010, FARZAN ZAREIAN CO., LTD – Tail Seal Grease , Tunneling Equpipment Division - Location: TEHRAN (IRAN)
2011, BEIJING KAISHENGAO IMPORT & EXPORT CO. LTD. – Tunnelling: Grease-Sealants, resins for stabilising ground/rock before and after conventional digging or with TBM
through injections and Foams & Polimers for soil conditioning - Location: Factory in BEIJING (CHINA – R.P.C.)
2011, SALVADOR INJECTIONS – Polymer resins for tunnelling - Location: TREBASELEGHE (PADOVA), ITALY
2011, K. T. S. LTD. – Tunnelling and Mining - Tunnelling: Grease-Sealants and Foams & Polimers for soil conditioning - Location: NAGANO-KEN (JAPAN)
2011, SUNGIANT INTERNATIONAL CO. LTD. – POLYMERS FOAM for Tunnelling Mining - Location: TOKYO (JAPAN)
9. 2011, BEIJING CHENGSHI INVESTMENT CO. LTD. – POLYMERS FOAM for Mining - Resins for stabilising ground/rock before and after conventional digging or with TBM
through injections - Location: Factory BEIJING (CHINA – R.P.C.)
2011, T & M SAFEGUARD TECHNOLOGY (BEIJING) CO. LTD. – Tunnelling: Grease-Sealants and Foams & Polimers for soil conditioning - Location: BEIJING (CHINA –
R.P.C.)
2011, BEIJING KAISHENGAO IMPORT & EXPORT CO. LTD. – Tunnelling: Grease-Sealants, resins for stabilising ground/rock before and after conventional digging or with
TBM through injections and Foams & Polimers for soil conditioning - Location: Factory in BEIJING (CHINA – R.P.C.)
2011, INNOTEK s.r.l. – ROMA (ITALY) – Tunnelling: Grease-Sealants for Constructora SELI PANAMA - Location: PANAMA (REP. DE PANAMA)
2011, HAI WAI BU, ZHE JIANG CONSTRUCTION INVESTMENT GROUP CO. LTD. – Tunnelling: Grease-Sealants and Polimers for soil conditioning - Location: HANGZHOU
(CHINA – R.P.C.)
2012, BEIJING KAISHENGAO IMPORT & EXPORT CO. LTD. – Tunnelling: Grease-Sealants – METRO LINE 10 of BEIJING - Location: BEIJING (CHINA – R.P.C.)
2012, T & M SAFEGUARD TECHNOLOGY (BEIJING) CO. LTD. –Tunnelling: Grease-Sealants – METRO LINE 1 of XIAN - Location: XIAN (CHINA – R.P.C.)
2012, T & M SAFEGUARD TECHNOLOGY (BEIJING) CO. LTD. –Tunnelling: Grease - Sealants – Railway Tunnel ZJX Project - Location: BEIJING (CHINA – R.P.C.)
2012, INNOTEK s.r.l. – ROMA (ITALY) – Tunnelling: Grease-Sealants – METRO PANAMA - for Constructora SELI PANAMA - Location: PANAMA (REP. DE PANAMA)
2012, FRIDA COSTRUZIONI s.r.l.- ARZANA (SARDEGNA) – ITALY - Project: Risanamento canale di Punta Calamaiu – Consorzio di Bonifica della Gallura,
ARZACHENA (ORISTANO), Sardegna, Italia – Location: ARZANA, SARDEGNA (ITALY)
2012, ASTALDI s.p.a. ROMA – Project: Metropolitana di Milano – Prolungamento M5- Polimers for soil conditioning - Location: MILANO (ITALIA)
2012, INNOTEK s.r.l. (S.E.L.I. s.p.a.) – ROMA (ITALY) – Tunnelling: Greases – Location: Factory in APRILIA (LATINA), ITALY
10. 2013, BEIJING KAISHENGAO IMPORT & EXPORT CO. LTD. – Tunnelling: Grease – Sealants, resins for stabilising ground/rock before and after conventional digging or
with TBM through injections and Foams & Polimers for soil conditioning – Location: Factory in BEIJING (CHINA – R.P.C.)
2013, T & M SAFEGUARD TECHNOLOGY (BEIJING) CO. LTD. –Tunnelling: Grease – Sealants, resins for stabilising ground/rock before and after conventional
digging or with TBM through injections and Foams & Polimers for soil conditioning – Location: Factory in BEIJING (CHINA – R.P.C.)
2013, INNOTEK s.r.l. (S.E.L.I. s.p.a.) – ROMA (ITALY) – Tunnelling: Greases – Location: Factory in APRILIA (LATINA), ITALY
2013, GEO CONSTECH PVT. LTD. – NEW DELHI (INDIA) – Tunnelling & Mining – Location: Factory in NEW DELHI (INDIA)
2014, BEIJING KAISHENGAO IMPORT & EXPORT CO. LTD. – Tunnelling: Grease – Sealants, resins for stabilising ground/rock before and after conventional digging or
with TBM through injections and Foams & Polimers for soil conditioning – Location: Factory in BEIJING (CHINA – R.P.C.)
2014, T & M SAFEGUARD TECHNOLOGY (BEIJING) CO. LTD. –Tunnelling: Grease – Sealants, resins for stabilising ground/rock before and after conventional digging
or with TBM through injections and Foams & Polimers for soil conditioning – Location: Factory in BEIJING (CHINA – R.P.C.)
2014, SAHEL POR MOJ ASTARA CO. – Tunnelling: Grease – Sealants, resins for stabilising ground/rock before and after conventional digging or with TBM through
injections and Foams & Polimers for soil conditioning – METRO TEHERAN (IRAN) – Location: Factory in TEHERAN (IRAN)
2014, SAHEL POR MOJ ASTARA CO. – Tunnelling: Grease – Sealants, resins for stabilising ground/rock before and after conventional digging or with TBM through
injections and Foams & Polimers for soil conditioning – ALAMOT CONSTRUCTION CO. - LINE 1 METRO TABRIZ (IRAN) – Location: TABRIZ (IRAN)
2014, BEIJING KAISHENGAO IMPORT & EXPORT CO. LTD. – Tunnelling: Grease – Sealants, resins for stabilising ground/rock before and after conventional digging or
with TBM through injections and Foams & Polimers for soil conditioning – Location: HONG KONG (CHINA – R.P.C.)
2014, BEIJING KAISHENGAO IMPORT & EXPORT CO. LTD. – Tunnelling: Grease – Sealants, resins for stabilising ground/rock before and after conventional digging or
with TBM through injections and Foams & Polimers for soil conditioning – Diversion Project in China, TUNNEL YELLOW RIVER - Location: TIANJIN (CHINA – R.P.C.)
2014,MARAL GOSTAR SHOMAL KHAZAR CO. – Tunnelling: Grease – Sealants, resins for stabilising ground/rock before and after conventional digging or with TBM
through injections and Foams & Polimers for soil conditioning –– Location: ASTARA (IRAN)
11. 2015, BEIJING KAISHENGAO IMPORT & EXPORT CO. LTD. – Tunnelling: Grease – Sealants, resins for stabilising ground/rock before and after conventional digging or with
TBM through injections and Foams & Polimers for soil conditioning – Location: Factory in BEIJING (CHINA – R.P.C.)
2015, T & M SAFEGUARD TECHNOLOGY (BEIJING) CO. LTD. –Tunnelling: Grease – Sealants, resins for stabilising ground/rock before and after conventional digging or
with TBM through injections and Foams & Polimers for soil conditioning – Location: Factory in BEIJING (CHINA – R.P.C.)
2015, SAHEL POR MOJ ASTARA CO. – Tunnelling: Grease – Sealants, resins for stabilising ground/rock before and after conventional digging or with TBM through
injections and Foams & Polimers for soil conditioning – METRO TEHERAN (IRAN) – Location: TEHERAN (IRAN)
2015, BEIJING KAISHENGAO IMPORT & EXPORT CO. LTD. – Tunnelling: Grease – Sealants, resins for stabilising ground/rock before and after conventional digging or with
TBM through injections and Foams & Polimers for soil conditioning – Location: Factory in HONG KONG (CHINA – R.P.C.)
2015, MARAL GOSTAR SHOMAL KHAZAR CO. – Tunnelling: Grease – Sealants, resins for stabilising ground/rock before and after conventional digging or with TBM
through injections and Foams & Polimers for soil conditioning –– Location: TABRIZ (IRAN)
2015, CONSTRUCTORA SELI PANAMA S.A. – Headrace tunnels of the Hydroelectric Projects PANDO & MONTE LIRIO – ELECTRON INVESTMENT SA PANAMA CITY -
Resins for stabilising ground/rock before and after conventional digging or with TBM through injections –– Location: PANDO & MONTE LIRIO PANAMA (PANAMA
REPUBLIC
2016, BEIJING KAISHENGAO IMPORT & EXPORT CO. LTD. – Tunnelling: Grease – Sealants, resins for stabilising ground/rock before and after conventional digging or with
TBM through injections and Foams & Polimers for soil conditioning – Location: Factory in BEIJING (CHINA – R.P.C.)
2016, T & M SAFEGUARD TECHNOLOGY (BEIJING) CO. LTD. –Tunnelling: Grease – Sealants, resins for stabilising ground/rock before and after conventional digging or with
TBM through injections and Foams & Polimers for soil conditioning – Location: Factory in BEIJING (CHINA – R.P.C.) and other projects
2016, CONSTRUCTORA SELI PANAMA S.A. – Headrace tunnels of the Hydroelectric Projects PANDO & MONTE LIRIO – ELECTRON INVESTMENT SA PANAMA CITY - Resins
for stabilising ground/rock before and after conventional digging or with TBM through injections –– Location: PANDO & MONTE LIRIO PANAMA (PANAMA REPUBLIC)
12. 2017, BEIJING KAISHENGAO IMPORT & EXPORT CO. LTD. – Tunnelling: Grease – Sealants, resins for stabilising ground/rock before and after conventional digging or
with TBM through injections and Foams & Polimers for soil conditioning – Location: Factory in BEIJING (CHINA – R.P.C.) and other projects
2017, T & M SAFEGUARD TECHNOLOGY (BEIJING) CO. LTD. – since 2010 - in collaboration with the CHINA RAILWAY ENGINEERING CORPORATION (CRECG) and
CHINA RAILWAY GROUP LIMITED (CREG) - Tunnelling: Grease – Sealants, resins for stabilising ground/rock before and after conventional digging or with TBM through
injections and Foams & Polimers for soil conditioning – Location: Factory in BEIJING (CHINA – R.P.C.) and other projects
2017, UNIQUE ENGINEERING AND COSTRUCTION PUBLIC COMPANY LTD. – Tunnelling: resins for stabilising ground/rock before and after conventional digging or with
TBM through injections and Foams & Polimers for soil conditioning – Location: THAILANDIA construction site in MAE NGAT (THAILANDIA)
2018, UNIQUE ENGINEERING AND COSTRUCTION PUBLIC COMPANY LTD. – Tunnelling: resins for stabilising ground/rock before and after conventional digging or with
TBM through injections and Foams & Polimers for soil conditioning – Location: THAILANDIAconstruction site in MAE NGAT (THAILANDIA)
2018, T & M SAFEGUARD TECHNOLOGY (BEIJING) CO. LTD. – since 2010 - in collaboration with the CHINA RAILWAY ENGINEERING CORPORATION (CRECG) and CHINA
RAILWAY GROUP LIMITED (CREG) – Tunnelling: Grease – Sealants, resins for stabilising ground/rock before and after conventional digging or with TBM through
injections and Foams & Polimers for soil conditioning – Location: Factory in District BEIJING (CHINA – R.P.C.) for the following construction sites:
- BEIJING;
- TIANJIN;
- XI’AN;
- CHANGSHA;
- GUANGDONG;
- LANZHOU;
- HARBIN;
- NANCHANG;
- and other projects.
13. Some articles published in the specialized magazine "Strade & Autostrade"
Year: 2006 - 2011
1. Lamanna, Luigi Franco (2011): Test sulla biodegradabilità delle schiume per condizionamento dei terreni scavati con TBM. In: Strade e Autostrade, v. 15, n.
88 (July 2011).
2. Lamanna, Luigi Franco (2010): Prove sperimentali per migliorare le caratteristiche geotecniche di terreni in gallerie scavate con TBM-EPB. In: Strade e
Autostrade, v. 14, n. 84 (November 2010).
3. Lamanna, Luigi Franco (2010): Il bloccaggio delle infiltrazioni d'acqua all'interno di una galleria di servizio in Algeria. In: Strade e Autostrade, v. 14, n.
83 (September 2010).
4. Lamanna, Luigi Franco (2006): Diagnosi di riparazione o di rinforzo strutturale di un'opera in conglomerato cementizio. In: Strade e Autostrade, v. 10, n.
56 (March 2006).
5. Lamanna, Luigi Franco (2006): Diagnosi di riparazione o rinforzo strutturale di un'opera in conglomerato cementizio. In: Strade e Autostrade, v. 10, n.
59 (September 2006).
6. Lamanna, Luigi Franco (2006): Il consolidamento di terreni e di rocce nello scavo di gallerie. In: Strade e Autostrade, v. 10, n. 57 (May 2006).
7. Lamanna, Luigi Franco (2006): Studio per il consolidamento di terreni in gallerie urbane. In: Strade e Autostrade, v. 10, n. 60 (November 2006).
8. Lamanna, Luigi Franco (2006): La sperimentazione dei cementi cellulari nella realizzazione di gallerie. In: Strade e Autostrade, v. 10, n. 55 (January 2006).
9. Lamanna, Luigi Franco (2006): Vantaggi e svantaggi dei materiali per costruzione e riparazione di ponti. In: Strade e Autostrade, v. 10, n. 58 (July 2006).
10. Lamanna, Luigi Franco / Coral, Danilo / Steri, Alice (2007): Considerazioni sull'impatto ambientale del consolidamento nelle opere sotterranee. In: Strade e
Autostrade, v. 11, n. 63 (May 2007).
11. Lamanna, Luigi Franco (2007): Diagnosi di riparazione o di rinforzo strutturale di un'opera in conglomerato cementizio. In: Strade e Autostrade, v. 11, n.
64 (July 2007).
12. Lamanna, Luigi Franco / Coral, Danilo / Steri, Alice (2007): Considerazioni sull'impatto ambientale delle iniezioni di consolidamento nelle opere sotterranee.
In: Strade e Autostrade, v. 11, n. 65 (September 2007).
13. Lamanna, Luigi Franco (2007): Interventi di riparazione o di rinforzo strutturale di ponti e viadotti. In: Strade e Autostrade, v. 11, n. 66 (November 2007).
14. Lamanna, Luigi Franco (2007): Il risanamento: consolidamento di un cls ammalorato in galleria. In: Strade e Autostrade, v. 11, n. 61 (January 2007).
14. 15. Lamanna, Luigi Franco (2007): Come proteggere le volte delle gallerie. In: Strade e Autostrade, v. 11, n. 62 (March 2007).
16. Lamanna, Luigi Franco (2008): I materiali a protezione dagli incendi di tunnel e gallerie per garantirne la sicurezza. In: Strade e Autostrade, v.
12, n. 71 (September 2008).
17. Lamanna, Luigi Franco (2008): Interventi di captazione e convogliamento delle venute d'acqua in una struttura scatolare monolite con iniezioni
di resine silicatiche. In: Strade e Autostrade, v. 12, n. 67 (January 2008).
18. Lamanna, Luigi Franco (2008): Come bloccare le infiltrazioni d'acqua nel cunicolo di una diga in Sardegna. In: Strade e Autostrade, v. 12, n.
72 (November 2008).
19. Lamanna, Luigi Franco (2008): La diagnosi di riparazione o di rinforzo strutturale di un'opera in conglomerato cementizio. In: Strade e
Autostrade, v. 12, n. 68 (March 2008).
20. Lamanna, Luigi Franco (2008): Diagnosi di riparazione e di rinforzo di una struttura metallica in ambiente marino. In: Strade e Autostrade, v. 12,
n. 70 (July 2008).
21. Lamanna, Luigi Franco (2008): Problemi vecchi e nuovi per garantire sicurezza in caso di incendio nelle gallerie. In: Strade e Autostrade, v. 12,
n. 69 (May 2008).
22. Lamanna, Luigi Franco (2010): Le problematiche nella fase di scavo di una galleria metropolitana. In: Strade e Autostrade, v. 14, n. 79 (January
2010).
23. Lamanna, Luigi Franco (2009): La durabilità del calcestruzzo. In: Strade e Autostrade, v. 13, n. 78 (November 2009).
24. Lamanna, Luigi Franco (2009): La tecnica della perforazione orizzontale spingitubo. In: Strade e Autostrade, v. 13, n. 73 (January 2009).
25. Lamanna, Luigi Franco (2009): La fase di scavo di una galleria nel passaggio in una zona di faglia. In: Strade e Autostrade, v. 13, n. 75 (May
2009).
26. Lamanna, Luigi Franco (2009): Impermeabilizzazione e consolidamento durante la fase di scavo di una galleria nel passaggio di una zona di
faglia. In: Strade e Autostrade, v. 13, n. 76 (July 2009).
27. Lamanna, Luigi Franco (2009): L'esperienza di scavo di una galleria idraulica in Giappone. In: Strade e Autostrade, v. 13, n. 77 (September
2009).
28. Lamanna, Luigi Franco (2009): Il trattamento e il consolidamento del terreno negli scavi con scudo meccanizzato. In: Strade e Autostrade, v.
13, n. 74 (March 2009).
15. Personal participation in international sector exhibitions
ROCK TUNNELING
MACHINE
EPB TBM SLURRY TBM
16. - ANTI-CLAY POLYMER
- FOAM
- POLYMER
ADDITIVE 2
ADDITIVE 1
WATER
SOLUTION
AIRAVERAGE COMPOSITION FOR A NORMALLY USED FOAM:
- FOAM: 0.5 – 1 %
-- WATER: 5 – 10 %
-- AIR: 90 -95 %
-- POLYMER (EVENTUAL): < 0.1 %
FOAMING AGENT CAN HAVE INSIDE A SMALL AMOUNT OF POLYMER TO
STABILIZE THE FOAM BUBBLES
SOIL CONDITIONING EXAMPLES – EPB
CONDITIONING LAYOUT SHOWING INJECTION AT CUTTERFACE, WORKING CHAMBER AND SCREW CONVEYOR
17.
18. CONSOLIDATION OF THE ROCK MASS
PHASE 1°
Typical example of as it appears the rock mass.
Many voids and discontinuous.
Waterinrushinrockmass,tunnelstructuresand
undergroundminesrepresentmajorhazards,
alsohinderinganddelayingexcavationand
driftingprocesses.resininjectionsystemsarea
powerfulsolutiontoconsolidateandstabilize
thegroundtopreventand/orcounterany
watersituations.
20. CONSOLIDATION OF THE ROCK MASS
PHASE 2°
ROCK PROTECTION
ANCHOR SYSTEM TO SECURE THE ROCK
INJECTIONRESINS
21. Solutions for
BOLTING SYSTEMS
SOME EXAMPLES OF SPECIFIC SOLUTIONS IN UNDERGROUND
CONSTRUCTION
To follow some examples of structural injection with organo-mineral resins
and/or with epoxy resin
22. ROCK INJECTION BOLT IS USED WHEN THE CONVENTIONAL CONSOLIDATION (WITH PACKING AND
DIFFUSER) CAN NOT WAIT TO PROVIDE ADEQUATE STABILIZATION:
- STABILIZING INPUT THONG;
- INTERSECTION OF FAULTS;
- DEPUTY OF ROCK FALL IN THE POSTAL PACKER LONGWALL;
- STABILIZATION OF COVERS AND FACES IN DRIFT;
- COAL FACE STABILIZATION IN LONGWALL;
- CONSOLIDATION COAL AND STRATA;
- GRP STUCK DRILLING AND STEEL BOLTS AND DRIFTS RISE AND DIRECTION DIP;
- STUCK IN SUPPORT BOLT BELT ENTRY;
- FIXING THE FACE OF THE DRIFT.
THE ADJUSTMENT PROCESS REQUIRES A "GLOBALSTONE" PROPERTIES WITH ALMOST
THIXOTROPIC.
23. ADHESION
RESIN INJECTION
CEMENT
ORGANO-MINERAL FOAM FOR STRATA
CONSOLIDATION
- CONVENIENT
- SIMPLE
- VERY HIGH STR. ANCHOR
- PERFECT FOR VERTICAL AND OVERHEAD ROUTING
ROCKBOLTS
THESE ARE REINFORCING ELEMENTS WHICH ARE TENSIONED DURING INSTALLATION. THEY CONSIST OF
A ROD AND MECHANICAL OF GROUTED ANCHORAGE (RESIN INJECTION) COUPLED WITH SOME MEANS
OF APPLYING AND RETAINING THE ROD TENSION. MECHANICAL FIXING ARE SUITABLE FOR HARD ROCK,
WHEREAS GROUTED, FIXED LENGTH BOLTS CAN BE USED IN MOST ROCK TYPES. THE LENGTH VARIES
BETWEEN 2 TO 8 M FOR RESIN INJECTION BARS, AND 3 TO 20 M FOR AN EXPANDING SHELL FIXING ON A
BAR.
YES
NO
24. Solutions for
CONSOLIDATION OF LAND AND ROCK
BEFORE TUNNELING
(Tunnel construction)
To follow some examples of structural injection with organo-mineral resins
and/or with epoxy resin
25. ROCK INJECTION
- Fast setting pre-injection systems;
- Cavity filling;
- Ground stabilization;
ANCHORING
- Perfect for vertical and overhead grouting;
- Rock bolting (advanced technology).
INJECTION
- Pre-injection for water stopping and ground consolidation;
- Post-injection for strata consolidation, cavity filling and water stopping.
FIELDS OF APPLICATION IN MINES
- Mine backfill;
- Cavity filling;
- Coal face stabilization;
- Coal and strata consolidation.
GROUND CONSOLIDATION WITH "ORGANO-MINERAL RESIN "
26. AllphotosillustredarecopiedfromtheWEB
SYSTEM MECHANIZED WITHIN THE TBM
RESIN OF DENSE GLUE FOR FRACTURED ROCK, NOT SENSITIVE TO WATER. REACTION TIME: 90
TO 120 SECONDS.
EXTREMELY STRONG WITH GOOD ADHERENCE TO THE HUMID AND CONCRETE ROCK, FOR
THE CONSOLIDATION OF THE LIMOUS AND SANDY STRATES.
ROCK REINFORCEMENT
27. ORGANO-MINERAL FOAM AND / OR WITH
EPOXY RESIN FOR STRATA CONSOLIDATION
-The product has greater penetration into
cracks (0.005 inches);
-The product not only anchors iron bars but
it also consolidates crumble and unstable rocks;
- The product block water inflows.
NON-FLAMMABLERESIN CARTRIDGE - FLAMMABLE
YESNO
NO
YES
GROUT (RESIN)
PERMEATED SOiL
InjectionproductswhichareusedwithTBMsfordifferent
applicationsincludingsoilconsolidation,rockstabilization,
stoppingwateringress,permanentsealingand
waterproofing,plusthefillingofvoidsandcavitiesetc.
28. Rock disaggregation between bolts extends nearly to bolt anchorage
NO
SO HERE WHAT CAN HAPPEN WHEN CARTRIDGES ARE USED FOR
ANCHORING BARS
NO
-CARTRIDGES
-CEMENT
YES
-INJECTIONCHEMICALGROUTING
-AND/ORWITHEPOXYRESIN
RESINCARTRIDGE
RESINCARTRIDGE
AllphotosillustredarecopiedfromtheWEB
32. ROCK INJECTION BOLT IS USED WHEN THE CONVENTIONAL CONSOLIDATION (WITH PACKING
AND DIFFUSER) CAN NOT WAIT TO PROVIDE ADEQUATE STABILIZATION:
- STABILIZING INPUT THONG;
- INTERSECTION OF FAULTS;
- DEPUTY OF ROCK FALL IN THE POSTAL PACKER LONGWALL;
- STABILIZATION OF COVERS AND FACES IN DRIFT;
- COAL FACE STABILIZATION IN LONGWALL;
- CONSOLIDATION COAL AND STRATA;
- GRP STUCK DRILLING AND STEEL BOLTS AND DRIFTS RISE AND DIRECTION DIP;
- STUCK IN SUPPORT BOLT BELT ENTRY;
- FIXING THE FACE OF THE DRIFT.
THE ADJUSTMENT PROCESS REQUIRES A ”ORGANO-MINERAL RESIN" PROPERTIES WITH
ALMOST THIXOTROPIC.
SETTLEMENT OF BOLTS TO SUPPORT EXCAVATION CEILING
ROOF-HYDRAULIC SUPPORT
33. SCHEMATIC OF A TYPICAL UNDERGROUND COAL MINE SHOWING THE ROOF SUPPORT
SYSTEM AND SEVERAL IMPORTANT FACTORS THAT RESULT IN BOLT CORROSION
COAL
SHALE
GRAY SHAL
LIME STONE
STRATA’S CONDUCTIVITY
GROUND MOVEMENT
TEMPERATURE
PRESSURE
STRESSES
GROUND WATER
PH
SULFATES
CHLORIDES
NITRATES
CRAKS
ROOF BOLT
FLOW AMOUNT & VELOCITY
MINE ROOF
RESIN
GASES
O2
CO2
SO2
AllphotosillustredarecopiedfromtheWEB.Societyfrommining,metallurgy&exploration
–Vol.338,2015transactions.
35. IT IS THE MOST ADVANCED TECHNIQUE METHOD. IT IS DEFINED BY LARGE VOLUMES OF MATERIAL
AND STERILE MINERALS. STERILE MATERIALS CAN BE DISPOSED ON THE OUTSIDE OR INSIDE OF THE
SLASH.
THESE EXPLOITATIONS CAN BE PERFORMED LONGITUDINAL, TRANSVERSAL OR MIXED.
All photos illustred are copied from the WEB
ELIMINATE BARREN AND MINERALS WITH APPLICATION OR MECHANICAL
MEANS
38. AQUIFER
A LANDFILL SITE (ALSO KNOWN AS A TIP, DUMP, RUBBISH DUMP, GARBAGE DUMP OR DUMPING
GROUND AND HISTORICALLY AS A MIDDEN) IS A SITE FOR THE DISPOSAL OF WASTE MATERIALS
BY BURIAL AND THE OLDEST FORM OF WASTE TREATMENT (ALTHOUGH THE BURIAL PART IS
MODERN; HISTORICALLY, REFUSE WAS JUST LEFT IN PILES OR THROWN INTO PITS).
HISTORICALLY, LANDFILLS HAVE BEEN THE MOST COMMON METHOD OF ORGANIZED WASTE
DISPOSAL AND REMAIN SO IN MANY PLACES AROUND THE WORLD.
LANDFILL SITE
AllphotosillustredarecopiedfromtheWEB
39. EXAMPLE OF SECURING A LANDFILL THE INJECTED RESIN HAS FILLED ALL CAVITIES
PERFECTLY
INJECTION “GROUT RESINS”
STABILIZATIONANDWATERPROOFINGOFTHE
LANDFILWHICHPREVENTSTHECONTAMINATION
OFTHEAQUIFER
AQUIFER
41. Liquid applied pure “Polyurea” membrane
Membrana liquida de “Poliurea” pura impermeabilizacion en sito
Liquid applied “Polyurethane-Polyurea” membrane
Membrana liquida de “Poliuretano-Poliurea” impermeabilizacion en sito
PROTECTIVE COATING AND WATERPROOFING
Typicalapplication
tools
42. All photos illustred are copied from the WEB
DAMS
Uses for reservoirs – Hydroelectric power
Solutions for
43. - resin injections for the consolidation of concrete and unstable rock
(waterstopping injection resin);
- waterproofing;
- sealing of water penetration;
- rotective coating of concrete surfaces;
- chemical resistant treatments (in this case signifies resistance to corrosion and
erosione concrete).
OUR EXPERIENCE ALLOWS US TO PERFORM THE FOLLOWING OPERATIONS
44. DAM RESERVOIR
OF "SIPHONING" PHENOMENON. THE WATER WHICH
FILTERS ERODES THE SOIL. IN A FIRST STAGE THE SOIL IT
LIQUIFY AND BRINGS TO THE SURFACE THE WATER
ABUNDANTLY ERODING THE GROUND. WHILE IN A
SECOND PHASE COMES TO CREATE A REAL CANAL
WITH THE DANGER OF COLLAPSE OF THE DAM.
PHASE 03
WATERPROOFING AND STRENGTHENING OF BY MEANS OF OF THE
INJECTIONS IN ORDER TO PREVENT THE PHENOMENON OF
"FILTRATION" RAINWATER
CAVITYANDVOIDFILLINGisusedtoconsolidate
thefracturedstrataandstabilizethegroundto
ensureafaster,saferdevelopmentprocess.
Silicatebasedinjectionproductshavehigh
expansionfactorsthatcanfilllargecavitiesand
voidsinasafeway.
45. All photos illustred are copied from the WEB
Solutions for
UNDERWATER (IMMERSED)
CONCRETE TUNNEL
49. THE SOLUTION ILLUSTRATED IN THE NEXT SLIDE ILLUSTRATES HOW TO CREATE A BARRIER
THAT ISOLATES THE NUCLEAR POWER PLANT, PREVENTING THE CONTAMINATION OF
GROUNDWATER AND ANYTHING ELSE FOR MANY YEARS
THE SOLUTION ILLUSTRATED IN THE NEXT SLIDE ILLUSTRATES HOW TO CREATE A BARRIER -
SEALING OF THE ENTIRE STRUCTURE - THAT ISOLATES THE NUCLEAR POWER PLANT BY
PREVENTING GASEOUS SUBSTANCES FROM PROVOKING ATMOSPHERIC POLLUTION.
"GELLING"THERADIOACTIVEWATER
THROUGHAPARTICULARFORMULATION
OFTHE"GLOBALFOM"LINE
INJECTIONRESIN
Protectionofstructurewith:
EPOX-MALTA
54. DEPTH 50 METERS:
- DURABILITY OF CONCRETE MAX 50 YEARS
- DURABILITY ”RESIN" EXCEEDING 500 YEARS
DEPTH 300 METERS:
- DURABILITY OF CONCRETE MAX 100 YEARS
- DURABILITY ”RESIN" EXCEEDING 500 YEARS
SUBSOIL
CAISSONS STORAGE MADE WITH ”RESIN"
SOLUTION "A"
55. CAISSONS STORAGE MADE WITH ”RESIN"
DEPTH 300 METERS:
- DURABILITY OF CONCRETE MAX 100 YEARS
- DURABILITY ”RESIN" EXCEEDING 500 – 1000 YEARS
DEPTH 50 - 100 METERS:
- DURABILITY OF CONCRETE MAX 50 YEARS
- DURABILITY ”RESIN" EXCEEDING 500 - 1000 YEARS
SEA
SOLUTION “B"
60. In the construction sector, both new and old, it is not always possible to use mineral-
organ resins (expansive and non-expansive).
Many times it is necessary to employ, for the consolidation and the reconstruction
of structures in reinforced concrete or masonry, only the epoxy resins.
On other occasions, where there are particular technological solutions, especially
in the presence of underground structures, both products can be used.
Rehabilitationsystemhasbeenstudied,designedandperformed
alsothe"technicaldirection"byMr.LamannaLuigiFranco
63. EXAMPLE OF PROTECTION OF
MANUFACTURED AND STABILITY OF
'THE LAND BEFORE DIGGING A
TUNNEL FOR UNDERGROUND
EXAMPLE OF CONSOLIDATION TYPE
“TENT" UNDER THE ROADS AND
MANUFACTURED BEFORE DIGGING A
TUNNEL FOR UNDERGROUND
COLLAPSED
64. EXAMPLE OF CONSOLIDATION OF
MANUFACTURED WITH POLES TYPE “JET-
GROUTING" BEFORE DIGGING A TUNNEL
FOR UNDERGROUND
EXAMPLE OF A CONSOLIDATION OF
RAILWAY LINE WITH POLES TYPE “JET-
GROUTING" BEFORE DIGGING A TUNNEL
FOR UNDERGROUND
65. Participation in international sector exhibitions and visit, by invitation, to the
CREC (China Railway Engineering Corporation) plant in CHINA
CREC
CREC
CHINA
China Railway Engineering Corporation
CREC
TheChinaRailwayEngineering
Corporation(CRECG)isastate-
ownedholdingcompanyofChina,
whichisunderthesupervisionof
theStateCouncil.Thecompanyis
themajorshareholderofChina
RailwayGroupLimited(CREC),its
subsidiary.
66. INTERNATIONAL TECHNICAL EXPERT OF THE DEPARTMENT:
- TUNNELLING
- MINING
- OIL
- CIVIL ENGINEERING UNDERGROUND ENG.
- TBM-EPB (GREASE-SEALANTS, SOIL CONDITIONING FOAMS AND POLIMERS)
e-mail: lamannaluigifranco1 @ gmail.com
LAMANNA LUIGI FRANCO
132, VIA DEI SERPENTI
00184 ROME, IT - ITALY, U.E.
ENGINEERING
67. LIBERATORIA
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