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
John Street Corridor Improvements - Stakeholder Meeting Presentationknelischer
Presentation given at the John St Corridor Improvements Stakeholder Meeting on April 10, 2015. The Stakeholder Meeting was held for property owners along John Street, and property owners located at key intersections within the study area.
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.
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.
John Street Corridor Improvements - Stakeholder Meeting Presentationknelischer
Presentation given at the John St Corridor Improvements Stakeholder Meeting on April 10, 2015. The Stakeholder Meeting was held for property owners along John Street, and property owners located at key intersections within the study area.
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.
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.
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.
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.
advance concrete, advance concrete technology, introduction of advance concrete technology, history of advance concrete technology, types of concrete, market study of advance concrete technology, concrete technology, concrete definition, what is fiber concrete technology, what is ready mix concrete.
Evaluating the application limits of Unreinforced & Steel Fiber Reinforced Co...MECandPMV
OUTLINE OF THE PRESENTATION
1. Recent tunnel cases with unreinforced and Steel Fiber Reinforced Concrete tunnel linings
2. Existing Design Codes and Design Recommendations framework
3. Numerical analyses of the unreinforced concrete tunnel linings under static and seismic loading conditions. T1 & T2 tunnels of Maliakos - Kleidi Motorway and T26 tunnel of Athens - Patras Motorway in Greece.
4. Numerical analyses of SFRC tunnel linings under static loading conditions.
5. Some critical thoughts about the geostatic loads on to the tunnel final linings.
6. Some critical thoughts about the ground elastic modulus for the design of tunnel linings
7. Conclusions
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".
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.
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.
advance concrete, advance concrete technology, introduction of advance concrete technology, history of advance concrete technology, types of concrete, market study of advance concrete technology, concrete technology, concrete definition, what is fiber concrete technology, what is ready mix concrete.
Evaluating the application limits of Unreinforced & Steel Fiber Reinforced Co...MECandPMV
OUTLINE OF THE PRESENTATION
1. Recent tunnel cases with unreinforced and Steel Fiber Reinforced Concrete tunnel linings
2. Existing Design Codes and Design Recommendations framework
3. Numerical analyses of the unreinforced concrete tunnel linings under static and seismic loading conditions. T1 & T2 tunnels of Maliakos - Kleidi Motorway and T26 tunnel of Athens - Patras Motorway in Greece.
4. Numerical analyses of SFRC tunnel linings under static loading conditions.
5. Some critical thoughts about the geostatic loads on to the tunnel final linings.
6. Some critical thoughts about the ground elastic modulus for the design of tunnel linings
7. Conclusions
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.
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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Unveiling the Secrets How Does Generative AI Work.pdfSam H
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https://www.oeconsulting.com.sg/training-presentations]
Sustainability has become an increasingly critical topic as the world recognizes the need to protect our planet and its resources for future generations. Sustainability means meeting our current needs without compromising the ability of future generations to meet theirs. It involves long-term planning and consideration of the consequences of our actions. The goal is to create strategies that ensure the long-term viability of People, Planet, and Profit.
Leading companies such as Nike, Toyota, and Siemens are prioritizing sustainable innovation in their business models, setting an example for others to follow. In this Sustainability training presentation, you will learn key concepts, principles, and practices of sustainability applicable across industries. This training aims to create awareness and educate employees, senior executives, consultants, and other key stakeholders, including investors, policymakers, and supply chain partners, on the importance and implementation of sustainability.
LEARNING OBJECTIVES
1. Develop a comprehensive understanding of the fundamental principles and concepts that form the foundation of sustainability within corporate environments.
2. Explore the sustainability implementation model, focusing on effective measures and reporting strategies to track and communicate sustainability efforts.
3. Identify and define best practices and critical success factors essential for achieving sustainability goals within organizations.
CONTENTS
1. Introduction and Key Concepts of Sustainability
2. Principles and Practices of Sustainability
3. Measures and Reporting in Sustainability
4. Sustainability Implementation & Best Practices
To download the complete presentation, visit: https://www.oeconsulting.com.sg/training-presentations
Putting the SPARK into Virtual Training.pptxCynthia Clay
This 60-minute webinar, sponsored by Adobe, was delivered for the Training Mag Network. It explored the five elements of SPARK: Storytelling, Purpose, Action, Relationships, and Kudos. Knowing how to tell a well-structured story is key to building long-term memory. Stating a clear purpose that doesn't take away from the discovery learning process is critical. Ensuring that people move from theory to practical application is imperative. Creating strong social learning is the key to commitment and engagement. Validating and affirming participants' comments is the way to create a positive learning environment.
Enterprise Excellence is Inclusive Excellence.pdfKaiNexus
Enterprise excellence and inclusive excellence are closely linked, and real-world challenges have shown that both are essential to the success of any organization. To achieve enterprise excellence, organizations must focus on improving their operations and processes while creating an inclusive environment that engages everyone. In this interactive session, the facilitator will highlight commonly established business practices and how they limit our ability to engage everyone every day. More importantly, though, participants will likely gain increased awareness of what we can do differently to maximize enterprise excellence through deliberate inclusion.
What is Enterprise Excellence?
Enterprise Excellence is a holistic approach that's aimed at achieving world-class performance across all aspects of the organization.
What might I learn?
A way to engage all in creating Inclusive Excellence. Lessons from the US military and their parallels to the story of Harry Potter. How belt systems and CI teams can destroy inclusive practices. How leadership language invites people to the party. There are three things leaders can do to engage everyone every day: maximizing psychological safety to create environments where folks learn, contribute, and challenge the status quo.
Who might benefit? Anyone and everyone leading folks from the shop floor to top floor.
Dr. William Harvey is a seasoned Operations Leader with extensive experience in chemical processing, manufacturing, and operations management. At Michelman, he currently oversees multiple sites, leading teams in strategic planning and coaching/practicing continuous improvement. William is set to start his eighth year of teaching at the University of Cincinnati where he teaches marketing, finance, and management. William holds various certifications in change management, quality, leadership, operational excellence, team building, and DiSC, among others.
The Influence of Marketing Strategy and Market Competition on Business Perfor...
2022_03_PRESENTAZIONE L.L.F..pdf
1. 1
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: lamannaluigifranco@gmail.com
LAMANNA Luigi Franco, performs for 45 years professional consulting and technical direction in the various sectors of civil,
industrial, military, hydraulics, railway, highway and in the last 20 years in the sector of “tunneling” and “mining” on the correct
use of special “resins” 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.
The activity has always been aimed at the development of
its integrated structure with consultancy services in the
construction sector of large engineering works, aimed in
particular, in addition to mining and underground
construction activities, at the study for the determination of
the chemical - physical action effects - mechanical on
concrete, masonry, steel and wood and related
consolidating and protective treatments. The feasibility
study, the correlation between design and consultancy and
simple consultancy for:
- industrial, civil and military complexes;
- bridges and viaducts;
- hydraulic and maritime works;
- underground works;- recovery and conservation of
monumental works, concrete structures and masonry;
- to the protection of the environment.
[also availing itself, if necessary, of the collaboration of
structures and qualified professionals specialized in various
disciplines at an international level] for technical
management, guidance and technical-administrative
assistance.
MAIN AREAS OF SPECIALIZATION
• restructuring, consolidation, recovery and conservation of
concrete, steel, wood and masonry [existing buildings,
bridges and viaducts, dams and hydro-thermoelectric
plants, petrochemical complexes, maritime constructions,
multi-storey and underground car parks, subways and
railways , railway and motorway hydraulic tunnels];
where it provides consultancy support, design and technical
assistance during construction to design studios, general
2. 2
construction companies, industries, entities (public and
private sector) and companies in the sector, in direct
contact with technicians and executors, for study right from
the design stages, to the analysis of technical-economic
feasibility, to the correct choice of materials, to the
regulatory constraints, to the prevention and / or
intervention tools with related technologies and
methodologies in progress.
In particular, with the collaboration of some chemical
industries in the sector, in the following sectors of
specialization:
• in the mining sector [resins and bolts for injection for coal
and copper mines], that of tunneling and construction in
general: in the civil, industrial, military, hydraulic, railway
and motorway sectors, on the correct use of "resins" and
related "technologies" and "methodology" for the correct
use, in particular, during excavation in traditional tunnels
[NATM system] and with mechanized systems [for
underground transport, to block the presence of gas leaks
and groundwater underground aquifers as well as, the
study of particular additives for the "conditioning of the
soil" especially in the excavation phase], through modern
excavation systems using TBM-EPB type cutters.
Also for the consolidation, repair and safety of underground
reinforced concrete structures, as well as soils and rocks
[consolidation, stabilization and waterstoping].
• anti-corrosion, anti-wear and fire-resistant coating
systems for concrete, wood and steel [for industrial plants:
chemical, petrochemical, refining and offshore];
• particular waterproofing techniques, in addition to
traditional systems and / or prefabricated membranes and
/ or fairly well-known geomembranes and / or
geocomposites, by means of "synthetic resin formulations"
[Green] for civil and industrial roofing [roofs - terraces],
hydraulic works [ dams - canals - basins - piers - natural
water basins in earth and for drinking water], road and
railway works [decks and bridges - natural or artificial
tunnels], foundation works with particular attention to
environmental protection;
• in these long years I have also had to deal with
cementitious and resinous industrial flooring for adaptation
of the food sector according to the C.E.E. [hygienic-sanitary
provisions in the production and marketing of food
products and products of animal origin], for the chemical
and pharmaceutical industry, for the electronics industry,
for the metalworking industry, for car parks, hangars and
yards, garages, for hospital complexes [operating theaters -
diagnostic laboratories - physiotherapy rooms and large
endemic rooms] all in compliance with health and hygiene
requirements and safety regulations;
• moreover, I had to deal with the recovery of facades in
buildings of great historical and architectural value;
• as well as the restoration of old walls, subject to large
phenomena of condensation and / or capillary rising damp
[of underground structures] and stone materials, for the
maintenance and conservation of the existing building
heritage, of significant historical-monumental interest-
architectural.
3. 3
Year: 2004 - 2020
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 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)
• 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. – AKTORS.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) – Tunneldi 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
tunnelautostradale – Autostrade Siciliane – Location: Castel di Tusa
– MESSINA (ITALY) – lotto 29 Quater
• 2006, 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
WORK EXPERIENCE
4. 4
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
• 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 DELCIXERRI, ITALIA – Digadi Madau
Zirimilis – Bloccaggio di forte venute d’acqua all’interno dei cunicoli
d’ispezione e ripristino delle condizioni idrogeologiche – Location:
SILIQUA (CAGLIARI), ITALY
• 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.)
• 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” – Location: ROMA (ITALY)
• 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.)
• 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.)
5. 5
• 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), ITALY2011, 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)
• 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
• 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, SAHELPORMOJ 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, SAHELPORMOJ ASTARA CO. – Tunnelling: Grease – Sealants,
resins for stabilising ground/rock before and after conventional
digging or with TBM through injections and Foams & Polimers for
6. 6
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)
• 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, SAHELPORMOJ 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)
• 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)
• 2018-2020, 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)
• 2018-2020, T & M SAFEGUARD TECHNOLOGY (BEIJING) CO. LTD. –
since 2010 - in collaboration with the CHINA RAILWAY
ENGINEERINGCORPORATION (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;
7. 7
CHANGSHA; GUANGDONG; LANZHOU; HARBIN; NANCHANG and
other project.
( publication from the year 1998-2009 - from nr. 1 to nr. 66 only on request) Years: 2010 - 2022
67) - Le problematiche nella fase di scavo di una galleria
metropolitana, Strade & Autostrade, 1/2010
68) - Un esempio di consolidamento di una fondazione con pali
realizzati con resine espandenti, Strade & Autostrade, 2/2010
69) - Il rivestimento di gallerie autostradali, ferroviarie e
metropolitane, Strade & Autostrade, 3/2010
70) - il bloccaggio delle infiltrazioni d’acqua all’interno di una
galleria di servizi in Algeria, Strade & Autostrade, 5/2010
71) - Prova sperimentali per migliorare le caratteristiche
geotecniche di terreni in gallerie scavate con TBM-EPB, Strade &
Autostrade, 6/2010
72) - Risoluzione dei problemi di instabilita’ durante lo scavo con
TBM aperta, Strade & Autostrade, 2/2011
73) – La stabilita’ del fronte con la tecnologia di scavo TBM-EPB,
Strade & Autostrade, 3/2011
74) - TEST sulla biodegradabilita’ delle schiume per il
condizionamento deiterreniscavati con TBM, Strade & Autostrade,
4/2011
75) - Il trattamento impermeabile nelle gallerie idrauliche, Strade &
Autostrade, 5/2011
76) - Prove di comparazione e di codificazione di formulati resinosi,
Strade & Autostrade, 1/2012
77) - Le variabili tecniche e ambientali del terreno di scavo, Strade
& Autostrade, 2/2012
78) - Bonifica dello smarino di scavo condizionato con agenti
schiumogeni e non durante lo scavo meccanizzato con EPB, Strade
& Autostrade, 3/2012
79) - Considerazioni sull’ impiego del calcestruzzo fibrorinforzato
nella realizzazione di conci autoportanti prefabbricati di gallerie
idrauliche, Strade & Autostrade, 4/2012
80) - Miglioramento e rinforzo di scarpate permanenti, Rivista
Scientifica, Anno 2017
81) - Consolidation injections system and waterproofing of rocks
and granular soils or stone structures with "colloidal silica", 2018
82) - Criteria for the choice of materials and related methods of
injection for the consolidation, strengthening and permanent
waterproofing of the ground, 2020-2022
83) -Technologies and products for the permanent isolation of
toxic wast, 2020
84) - Brief illustration on the environmental and dynamic
qualification study conducted on the performance characteristics
of a "Polymeric Structural Concrete" called "SPC" to be used as an
anti-seismic adjustment on the beam-pillar joints (NODO), for the
reinforcement of prefabricated reinforced concrete structures. and
for the realization of longitudinal composite structures of the
lattice or mixed steel-SPC type of bridges and viaducts, 2020
85) -Indicazioni su alcune nuove soluzioni sul come eseguire
l’intasamento a tergo del rivestimento realizzato con conci
prefabbricati in calcestruzzo in una galleria in fase di realizzazione
e contemporanea risoluzione al problema delle infiltrazioni
d’acqua che si manifestano attraverso fessure che si presentano
sugli stessi conci prefabbricati, 2020
86) - Repair and reinforcement of the cortical layer of concrete
inside a railway tunnel, 2020
EDITOR OF SCIENTIFIC JOURNAL AND MEMBER OF EDITORIAL BOARDS
8. 8
87) - Brief description on the anchoring and nailing of the rock
during the excavation of railway tunnels with the traditional natm
method (new austrian tunnelling method), 2020
88) - Ground stabilization treatments in front of the excavation face
of a tunnel whose excavation is carried out by means of a
TBM,2020
89) - Repair and reinforcement of the cortical layer of concrete
inside a railway tunnel, 2020
90) - Short considerations on the "sodium silicate-based" setting
accelerator for the construction of the Spritz-Beton or Shotcrete
inside a tunnel created by excavation with a Gripper TBM, 2020
91) - The future miners of the earth's subsoil,2021
92) - Extraction of rare earths from the seabed, 2021
93) - Foaming and polymeric agents used in tests for the
conditioning of soils during the progress of excavation work for a
tunnel with a mechanized shield of the TBM-EPB type, 2021
94) - Comparison and codification of resinous formulations for
preventive interventions of injection into loose soils or rocks during
the progress of tunnel excavation and large underground works,
2021
95) - Foaming and polymeric agents used in tests for the
conditioning of soils during the progress of excavation work for a
tunnel with a mechanized shield of the TBM-EPB type, 2022
96) - Even today part of a roman aqueduct dating back to the 2nd
century bc. supplies the city of Rome with water (our proposal to
give it still a long life), 2022
97) - Reflections on the advantages and disadvantages of the
extraction of Rare Earths [REE], 2022
98) - Main bearing greases for TBM EPB, 2022
99) - Criteria for the choice of materials and related methods of
injection for the consolidation, strengthening and permanent
waterproofing of the ground, 2022
Year: 1988 – 2017
1) - Bonifica degli affreschi della Madonna del Siciolante, Restauro
della Cappella Cenci eseguita da Huguette GIRAUDS, 1988, De
Cristofaro Editore - Roma
2) - Il pavimento industriale, Edizioni FAENZA gruppo editoriale
C.E.L.I. s.p.a. - Faenza (Ravenna) anno 1990 - pagg. 288
3) - Tecniche e materiali per il risanamento statico nell'
ingegneria strutturale, Edizioni Scientifiche SIDEREA – Roma, I°
edizione - anno 1990, II° edizione - anno 1993 - pagg. 373
4) - Le pavimentazioni dei poligoni di tiro, EDILIZIA MILITARE -
35/36 – 1992, Articolo pubblicato sulla rivista tecnica del
MINISTERO della DIFESA - Direzione Generale Lavori Demanio e
Materiali del Genio - GENIODIFE -1° Divisione Studi e Progetti -
Edilizia Militare.
5) - Le pavimentazioni di un poligono di tiro, IDEE - RICERCA –
TECNOLOGIE, anno 1992
6) - Studio sui criteri di progettazione per il rinforzo dei nodi
trave-pilastro in zona sismica con calcestruzzo speciale a base di
polimeri, IDEE - RICERCA – TECNOLOGIE, anno 1992, Brevetto
industriale n° RM 92 A 886
7) - Studing of an airfield damage repair, IDEE - RICERCA –
TECNOLOGIE, anno 1993, Directive N.A.T.O. - ACE DIRECTIVE
80/15 - 03-03-1989, “testo secretato”
8) - Impermeabilizzazioni di tetti piani con vecchie
piastrellature o quadrotti di cemento con sistemi
elastomerici allo stato fluido, Scuola del GENIO MILITARE,
COMANDO - MINISTERO della DIFESA italiano, anno 1994
PUBLICATION & PATENTS
9. 9
9) - Progettazione, costruzione e finitura di pavimenti industriali,
Scuola del GENIO MILITARE, COMANDO - MINISTERO della
DIFESA, anno 1994
10) - Sintesi sulle caratteristiche delle resine e loro impiego in
edilizia per il ripristino e il consolidamento di murature,
cemento armato e strutture in legno, Scuola del GENIO
MILITARE, COMANDO - MINISTERO della DIFESA, anno 1994
11) - La pavimentazione industriale per i parcheggi, Relazione
tenuta al 6° European Parking Congress di Roma - 14/17
settembre 1994 presso l'Hotel Cavalieri Hilton organizzato dall'
AICOPARK(Associazione Italiana tra le società concessionarie di
parcheggi) e dall'AIP (Associazione Italiana Parcheggi).
12) - Uso delle resine per la protezione delle
pavimentazioni industriali per i parcheggi, Edizioni Scientifiche
SIDEREA – Roma, anno 1995
13) - Le resine - Difesa antiparassitaria per le pavimentazioni
delle industrie alimentari, Edizioni Scientifiche SIDEREA – Roma,
anno 1995
14) - AMIANTO - Coperture in lastre di cemento amianto -
Tecniche di bonifica e leggi vigenti IDEE - RICERCA – TECNOLOGIE,
anno 1995
15) – Studio sull' impiego di resine epossidiche come additivi
per la modifica di malte legate con cemento, IDEE - RICERCA –
TECNOLOGIE, anno 1995, Traduzione ed ampliamento di uno
studio del prof. S. POPOVICS, della Samuel S. Baxter - U.S.A., sulle
proprietà di impiego delle resine epossidiche per la modifica di
presa del cemento e dei loro processi di polimerizzazione.
16) - Strutture in legno - le resine per il recupero e il
consolidamento, GANGEMI Editore – Roma, anno 1996
Pubblicazione iscritta nel registro bibliografico dell' Istituto
Centrale per il Restauro di Roma - Ministero per i Beni Culturali e
Ambientali - al numero 39572.
Pubblicazione iscritta nel registro bibliografico della
Soprintendenza per i beni Artistici e Storici di Napoli - Ministero
per i Beni Culturali e Ambientali - al numero 39762.
17) - Bridges engineers - Riparazione e consolidamento di ponti e
viadotti, GANGEMI Editore – Roma, anno 1996 (in italiano ed
inglese)
18) - Risanamento delle strutture in cemento armato -
“Capitolato Tecnico”, IDEE - RICERCA - TECNOLOGIE
anno 1997
19) - Materiali e tecniche di intervento per il ripristino di
calcestruzzi dei Ponti e Viadotti - “Linea Guida N° 1”, GANGEMI
Editore – Roma, anno 1997- Trattasi di una “Linea Guida”
redatta con il coordinamento del dott. ing. Vincenzo
LACQUANITI - Direttore del Centro Sperimentale Stradale dell’
A.N.A.S. per il risanamento delle strutture in calcestruzzo di ponti e
viadotti e che risponde agli aspetti tecnologici più aggiornati.
20) - Ripristino di calcestruzzi di Ponti e Viadotti - “Linea Guida
N° 2- Analisi prezzi ed esempi di applicazione pratiche, A.N.A.S. -
Centro Sperimentale Stradale di Cesano (Roma), GANGEMI Editore
– Roma, anno 1998
21) - Tecnologie di Intervento, anno 1998, Dispensa del corso di
formazione per Maestro d’Arte - Operatore Tecnico del Recupero
Edilizio-Ambientale gestito dal Consorzio Nazionale per la
Formazione e la Ricerca – ASSOFORR
22) - L’Umidità nelle murature, CAROCCI Editore – Roma, anno
1998
23) - Il recupero in zone sismiche, CAROCCI Editore – Roma, anno
1999, Tecniche e materiali
24) - Calcestruzzo e additivi chimici, anno 1999 . Dispensa del
corso di formazione per il Progetto INTERTECH-PARTENIO
P.O.209/A2/REG
25) - Acciai e materiali metallici, anno 1999, Dispensa del corso di
formazione per il Progetto INTERTECH-PARTENIO P.O.209/A2/REG
26) - Il formatore sulle nuove tecnologie, anno 1999, Dispensa del
corso di formazione per il Progetto INTERTECH-PARTENIO
P.O.209/A2/REG
27) - Il formatore sui nuovi materiali, anno 1999, Dispensa del
corso di formazione per il Progetto INTERTECH-PARTENIO
P.O.209/A2/REG
28)- I calcestruzzi e materiali innovativi, anno 1999, Dispensa del
corso di formazione per il Progetto EUROCATS II-ANIEM
P.O.210/A2/REG
29)- Gli acciai e materiali metallici, anno 1999, Dispensa del corso
di formazione per il Progetto EUROCATS II-ANIDispensa del corso di
formazione per il Progetto EUROCATS II-ANIEM P.O.210/A2/REG
31) - Nuovi materiali per il recupero, anno 1999, Dispensa del
corso di formazione per il Progetto EUROCATS II-ANIEM
P.O.210/A2/REG
32) - Tecniche di risanamento degli edifici, CAROCCI Editore –
Roma, anno 2000
33) – Intonaci e tinteggio, CAROCCI Editore – Roma, anno 2002.
34) - Ripristino del Calcestruzzo nelle Opere Stradali, EDIZIONI
EDI-CEM SPA – MILANO, anno 2006, Interventi ed esempi pratici
per la durabilità delle infrastrutture viarie
36) – Tunnelling and civil engineering, IDEE - RICERCA –
TECNOLOGIE, E.P.C. CONSULTING SRL, anno 2017, (in lingua
inglese), Tools and products for TBM Machines