Lamanna Luigi Franco - Independent Consultant

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

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

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)

· 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

· 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

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.)

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)

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, 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)
injections and Foams & Polimers for soil conditioning – ALAMOT CONSTRUCTION CO. - LINE 1 METRO TABRIZ (IRAN) – Location: TABRIZ (IRAN)
with TBM through injections and Foams & Polimers for soil conditioning – Location: HONG KONG (CHINA – R.P.C.)
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
injections and Foams & Polimers for soil conditioning – METRO TEHERAN (IRAN) – Location: TEHERAN (IRAN)
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
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)

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.

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).

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).

Personal participation in international sector exhibitions
ROCK TUNNELING
MACHINE
EPB TBM SLURRY TBM

- 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

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.

INJECTION RESINS SYSTEM IN ROCK - PHASE 1°
PACKERS
INJECTION RESINS SYSTEM
1 2
3

CONSOLIDATION OF THE ROCK MASS
PHASE 2°
ROCK PROTECTION
ANCHOR SYSTEM TO SECURE THE ROCK
INJECTIONRESINS

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

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.

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

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

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 "

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

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.

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

ROCK BOLTING/ANCHORING
TBM

LONGWALL CARBON MINING
Solutions for

✔
✔✔
LONGWALL MINING OF COALPUNTOS DE PULGAR NEUMÁTICOS DE MANO
ROTATING DRUM MACHINE - ROADHEADER
MÉTODOS DE SUPERFICIE MINERA
UNDERGROUND MINING METHODS - CONTINUOUS
EQUIPMENT (EXCAVATION METHODS)

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

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.

OPEN MINING EXPLOITATION SYSTEMS
(SUSTAINABLE MINER)
Solutions for

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

TUNNELS
MINERAL
TOPOGRAFIA ORIGINAL
SOLUTION "A"
SOLUTION “B”: UNDERGROUND MINING
SUBSIDENCIA
FENÓMENOS
TUNNELS
TBM is used in "Solution B"

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

EXAMPLE OF SECURING A LANDFILL THE INJECTED RESIN HAS FILLED ALL CAVITIES
PERFECTLY
INJECTION “GROUT RESINS”
STABILIZATIONANDWATERPROOFINGOFTHE
LANDFILWHICHPREVENTSTHECONTAMINATION
OFTHEAQUIFER
AQUIFER

BRIDGES
Solutions for

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

DAMS
Uses for reservoirs – Hydroelectric power
Solutions for

- 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

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.

Solutions for
UNDERWATER (IMMERSED)
CONCRETE TUNNEL

“POLYUREAMEMBRANE”
(EXTERNAL)
PROTECTIVE COATING AND WATERPROOFING SPRAYED TUNNELING MEMBRANES

Allphotosillustredarecopiedfromthe
WEB
Waterproofingsystemsandsolutions.The
selectionofthebestsystemforaspecificproject
dependsonmanyfactors,incl.thelocalground
conditions.Waterproofingiscloselyconnected
withthestructuraldesignandconstructionof
tunnels,thereforeitisimportantforthedesignerto
integratetheselectedwaterproofingsysteminto
thestructuraldesignatanearlystage.

NUCLEAR POWER PLANT
Solutions for

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

CONCRETEOR”RESIN”:
-CONCRETE"DURABILITY"MAXIMUM50-100YEARS
-”RESIN"DURABILITYEXCEEDING500YEARS
RESIN
RESIN
FORMULATED (?)

DEPTH 50 METERS:
- DURABILITY OF CONCRETE MAX 50 YEARS
- DURABILITY ”RESIN" EXCEEDING 500 YEARS
DEPTH 300 METERS:
- DURABILITY ”RESIN" EXCEEDING 500 YEARS
SUBSOIL
CAISSONS STORAGE MADE WITH ”RESIN"
SOLUTION "A"

CAISSONS STORAGE MADE WITH ”RESIN"
DEPTH 300 METERS:
- DURABILITY ”RESIN" EXCEEDING 500 – 1000 YEARS
DEPTH 50 - 100 METERS:
- DURABILITY ”RESIN" EXCEEDING 500 - 1000 YEARS
SEA
SOLUTION “B"

Solutions for
CIVIL ENGINEERING

INJECTION “RESIN”
PROTECTIVE TREATMENT
WATERPROOFING AND ANTICORROSIVE
MARINE STRUCTURESTRUCTURE IN
CONCRETE REINFORCING
POLYUREA
PART. “A”

PART. “A”
INJECTION “GROUT RESIN”
MARINE STRUCTURE
THISSYSTEMGUARANTEESA"DURABILITY"MINIMUM
100YEARS

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

REPAIRDETAIL
USINGEPOXYRESIN
MORTAR
REINFORCEMENT
STEEL

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

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

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.

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

LIBERATORIA
Questo PDF è un prodotto amatoriale al quale non può essere applicato l'art. 5 della legge italiana 08
Febbraio 1948 n. 47, poiché l'aggiornamento delle notizie in esso contenute non ha periodicità regolare
(art. 1 comma 3, legge 07 Marzo 2001 n. 62).
Questo PDF non rappresenta una testata giornalistica o quant’altro e i post editi hanno lo scopo di stimolare
la discussione e l’approfondimento tecnico, la critica e la libertà di espressione del pensiero, nei modi e nei
termini consentiti dalla legislazione italiana vigente.
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This PDF is an amateur product which can not be applied Article. 5 of the Italian Law No 8 February 1948 n.
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law 7 March 2001 n. 62).
This PDF is not represent a journalistic head or whatever and posts published are intended to stimulate
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Lamanna Luigi Franco - Independent Consultant

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