2014 Excellence in tunnel engineering - Tops Consultant South America Rankings (T&T 2014 Annual Listings)
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T3. Maitenes - Confluencia | Chile Tunnel of Corno | España CH Cheves, Caverns | Peru
Tops Consultant South America Rankings
(T&T 2014 Annual Listings)
Excellence in tunnel engineering
2014
Tunnel of Vivaceta | Costanera Norte | Chile
CONTENT
1. COMPANY OVERVIEW
1.1. COMPANY PRINCIPLES
1.2. BACKGROUND
1.3. COMPANY EVOLUTION
1.4. STAFF
1.5. SOFTWARE TOOLS AND FACILITIES
1.6. PARTNERSHIP
1.7. QUALITY AND ENVIRONMENTAL MANAGEMENT SYSTEMS
1.8. CORPORATE SOCIAL RESPONSABILITY
2. COMPANY ACTIVITIES
2.1. CAPABILITIES & SERVICES
2.2. INTERNATIONAL BUSINESS
2.3. R+D+I ACTIVITIES
2.4. CLIENTS
3. REFERENCES
4. PUBLICATIONS
www.facebook.com/Subterra.Ing
www.es.linkedin.com/in/subterra/
@Subterra_Ing
www.subterra-ing.com
(C) Copyright Subterra Ingeniería. May, 2014.
Tunnel of Albertia | País Vasco, Spain | SAITEC 1. COMPANY OVERVIEW 1.1. COMPANY PRINCIPLES 1.2. BACKGROUND 1.3. COMPANY EVOLUTION 1.4. STAFF 1.5. SOFTWARE TOOLS AND FACILITIES 1.6. PARTNERSHIP & PRESENCE IN ORGANIZATIONS 1.7. QUALITY AND ENVIRONMENTAL MANAGEMENT SYSTEMS 1.8. CORPORATE SOCIAL RESPONSABILITY
Tunnel T2. Ionia Motorway. Greece. OBRAS SUBTERRÁNEAS.
1.1. Company principles
We want our clients to be confident in Our working procedures are
our success. That is our commitment. responsible, accurate and respectful.
We have a deep understanding of the We stand up for our responsible
limits of rock and soil engineering. Our projects, which relies on an accurate
challenges are our client’s difficulties mode of operation that respects the
and our solutions become their success. environment as well as the people we
work with in our projects.
The best solutions are our strength. This
is the result of good team work which We have a passion for geology and
supersedes individuals’ capabilities. geotechnics and for all forms of ground
We are all committed to identify engineering. We are very excited about
and promote initiatives and develop our projects and the work. Every idea
solutions. We have learned from our is worth it. We continuously strive for
mistakes and from our good choices in perfection through innovation, as we
over 325 tunnels that we have worked are committed to optimum results for
in. our clients.
Our people are our best asset. We We want to maintain our excellence in
believe in growth based in development, engineering tunnels, aware that I we
not only in skills, but also in visionThe lead this market in Latam.
benefit of hindsight and youth’s spirit
allow us to strive in each project,
supported by our technical skill and our
commitment to the highest of standards.
José M. Galera
General Manager
CH Alto Maipo, Chile.
CH Torito, Costa Rica.
C.H. Minas San Francisco | Ecuador | GNF ENGINEERING
El Carmen, Peru.
1.2. Background
In order to guarantee our future, we promote people’s qualities
through team work.
A cornerstone of our business philosophy is that the best way
we can help our clients is to be at the forefront of technologies
in our field. For this reason we actively participate in rigorous
Research and Development programs such as the VII R+D
Frame Work of the European Union.
We want to share with the technical and scientific communities
our experiences as well as learn from others. For this reason
we maintain a high level of paper and book publications within
the international engineering community. We insist that our staff
attend conferences regularly, and are active in several national
La Confluencia, Chile. and international forums in technical committees.
We want to be a great company not just a large one
Acceso Rajo Sur. El Teniente, Chile.
Larreynaga, Nicaragua.
NNM El Teniente. Maitenes - Confluencia motorway | Chile | SACYR Chile
Almendral, Spain. 1.3. Company evolution
Subterra began its activities in January After working in over 29 countries, currently
2009 with a good balance of technical maintain active projects in 9 countries on
expertise and ambition. We believe that three continents.
only hard work, accuracy, quality and
The SUBTERRA project is full of challenges
respect in ground engineering will lead us
and objectives, maintaining the same
to success.
enthusiasm with which we were born.
Our company has been consolidated with a
We want to express our sincere gratitude
staff of over 40 people, with headquarters
to all the companies for their confidence.
in Chile, Spain and Peru, as well as a hub
Without their support this project would not
in Guatemala..
be possible.
Our sales in 2013 were MUSD 4.55 and
This has made Subterra becomes leader
the sales estimation for 2014 is 7.5 MUSD,
in tunnel engineering in Latam, according
hired in full at the start of the year.
to the prestigious journal Tunnel and
Pozuelo de Alarcón, Spain. Tunneling (T & T 2014 Annual Listings).
Toquepala, Perú.
1.4. Staff
SUBTERRA has an agile structure that allow us to offer our
clients a top quality services. Our multidisciplinary staff is
composed by qualified people of the three countries in which
we have permanent headquarters.
Continuous learning is a major issue for SUBTERRA, which
is why different external and internal training programs have
been implemented. We also provide our staff with innovative
state of the art technical tools, so that they can achieve a
complete professional engagement with our clients.
In SUBTERRA we fully support the principle of gender
equality thus approximately 40% of our staff is composed by
high qualified women.
Staff | C.H. Cheves | Perú
Board
Mariana Rutlland Financial Dept. chile@subterra-ing.com
Guillermo Ibarra Civil Engineer gibarra@subterra-ing.com
José M. Galera PhD. Mining Engineer jmgalera@subterra-ing.com
Manuel de Cabo Civil Engineer mdecabo@subterra-ing.com
Christian Quiroga Geological Engineer cquiroga@subterra-ing.com
Management Department, Quality and Environment
Lima, Peru. Lola Martínez Financial Dept. lmartinez@subterra-ing.com
Paula Torrealba Management Dept. ptorrealba@subterra-ing.com
Vicente Salcedo Management Dept. vsalcedo@subterra-ing.com
Patricia Moya Management Dept. pmoya@subterra-ing.com
Ana Elipe Management Dept. aelipe@subterra-ing.com
Ángeles Bernad Quality and Environment info@subterra-ing.com
Technical Staff
Santiago Veyrat Geologist María Boisán Civil Engineer
Sheila Espina Geologist Daniel Santos Civil Engineer
Cristina Menchero Geologist Marcos Sancho Civil Engineer
Madrid, Spain.
María Sánchez Geologist Pedro Caro Civil Engineer - Mining Eng.
Vanesa Pozo Geologist Mario Alarcón Civil Engineer
Edgardo Álvarez Geologist Daniel Cerna Civil Engineer
Anna Jorquera Geologist Carlos Rodrigo Mining Engineer
Borja Badías Geologist Antono Toril Mining Engineer
Cristina Brantt Geologist Jaime Velásquez Mining Engineer
Alex Aranzamendi Geologist Miguel Paredes Geological Engineer
César Pérez Geologist Adela Jiménez Geological Engineer
Ana Ferrero Geologist Luis E. Arroe Geological Engineer
Rafael Carabante Draftsman Erik Chávez Geological Engineer
Francisco López Draftsman Abimael Cáceres Geological Engineer
María Jesús Rodríguez Draftswoman Sandra Sanz Geological Engineer
Marcos San Miguel Draftsman
María Oliva Valvidares Draftswoman
Santiago, Chile.
1.5. Software tools and facilities
We have permanent offices in Santiago (Chile), Madrid (Spain) and Lima (Perú) as well as a hub in Guatemala. All of
them are fully equipped and with the following technical software:
SLIDE V.6.0 SWEDGE V.5.012 ROCSUPPORT V.3.0 UNWEDGE V.3.0
EXAMINE 2D V.7.0 FLAC 2D V.6.0 FLAC 3D V.5.0 DIPS V.5.1
ROCPLANE V.6.0 EXAMINE 3D V 4.0 FAGUS V 6.0 PHASE 2 V.8.0
UDEC V.5.0 PFC2D V.4.0 ROCFALL V.4.0 STATIC V. 6.0
C.H. Belesar III. Galicia, Spain | GNF Engineering
1.6. Partnetship
To offer our clients the best work quality in time and cost, Subterra Ingeniería has business agree-
ments with prestigious companies, as In Situ Testing and Cepasa Ensayos Geotecnicos in Spain
and Asistecsa in Chile.
Additionally during 2013 an agreement has been signed for the next 5 years
with TEC3 Geotecnia e Recursos Hídricos for business development in
Brazil.
At the same time its members belong, or have belonged to the following organizations:
| AENOR (Asociación Española de Normalización y Certificación):
Comité CTN 103 “Geotecnia”
| COMITÉ EUROPEO DE NORMALIZACIÓN CETN TG 341 WG5:
Ejecución de ensayos geotécnicos in situ
| ASTM (American Society for Testing and Material):
Comité D18.02.07 de Suelos y Rocas. Ensayos de presiometría y dilatometría.
| COMISIÓN EUROPEA:
Coal Advisory Group (TGC1-DGXII)
| CORDIS (Community Research and Development Information Services):
Experto del Programa fp 7.
| AETOS. (Asociación Española de Túneles y Obras Subterráneas)
| CTES. (Comité Técnico de Túneles y Obras Subterráneas de Chile)
| SEMR. (Sociedad Española de Mécanica de Rocas)
Maitenes-Confluencia, Chile.
C.H. de Renace II. Alta Verapaz | Guatemala. COBRA.
1.7. Quality And Environmental
Minas San Francisco, Ecuador.
Management System
SUBTERRA has started the introduction of an integrated quality and envi-
ronmental management system for its projects.
Thanks to this, during June 2011, we obtained the Certification AENOR,
ISO 9001, ISO 14001 and ISO 166002.
This intention reflects the strong commitment with our clients in order to
offer them the highest quality in our projects/works, promoting in our team
respect and responsibility to the environment.
It is really important to us to have at disposal a management system R+D+i.
Vivaceta, Chile.
Kalydona, Greece.Cobán | Alta Verapaz | Guatemala Churín | Lima | Peru 1.8. Corporate Social Responsibility Corporate Social responsibility has a fundamental role in the evolution of the business fabric of developing areas and, above all, must be the sustenance to improve the well-being of the people who lives in these zones. At SUBTERRA we are aware of this and for that reason from 2013 carry out concrete actions of corporate responsibility implemented in countries where SUBTERRA has permanent offices, such as Guatemala and Peru. We think that it is compatible to grow while maintaining an absolute respect for all the groups with which we interact and also, we consider an essential part of our philosophy and concept of business, collaborate on social policies beyond where we are present. For this reason we have signed an agreement donating 0.7% of our sales with ENTRECULTURAS for, through the schools FE Y ALEGRÍA, actively collaborating in the following projects: - Improving the quality of education in rural schools in Pucallpa (Peru). - Opening opportunities for young indigenous communities in Guatemala. So back to the society, in the places where we develop our professional activity, what she gives us some, and all those who form SUBTERRA us raise awareness in these social action projects.
Cavern CH Cheves | Churín , Peru | HOCHTIEF - TECSA
Las Cruces Open Pit | Sevilla, Spain | COBRE LAS CRUCES. INMET.
2. COMPANY ACTIVITIES
2.1. CAPABILITIES AND SERVICES
2.2. INTERNATIONAL BUSINESS
2.3. R+D+I ACTIVITIES
2.4. CLIENTSExcellence in
tunnel engineering
Highways and roadways
High-speed and conventional
railways
Almendral Tunnel. North Portal. Andalucía, Spain. OSSA - TAPUSA
Hydroelectric & Hydraulic Works
2.1. Capabilities & Services
Mining
GEOLOGY AND GEOTECHNICS UNDERGROUND EXCAVATIONS
AND TUNNELS
/ Geological mapping and derived mapping
/ Tunnel design
/ Risk and hazards studies and assessment
/ Optimization of underground construction
/ Hydrogeological studies
processes
/ Resources evaluation
/ Support design
/ Soil mechanics
/ Subsidence evaluation
/ Rocks mechanics
/ TBMs
/ Slopes
/ Tunnel Portals design
/ Earth structures (fills, dumps and spoil tips)
/ Tunnels Inspection and refurbishment
/ Foundations
/ Geotechnical assistance during tunnel
/ Excavability assessment
construction
/ Studies of aggregates and quarries
/ Underground Excavation Monitoring
/ False tunnels. Cut&Cover; Diaphragm walls)
/ Caverns
/ Shafts
/ Mining infraestruture designMexico
Nicaragua
Colombia
Peru
Bolivia
Chile
Portugal
Tunnel of Vivaceta | Chile | COSTANERA NORTE
Andorra
2.2. Internacional business Greece
Geo engineering transcends borders and thus working in other countries India
enriches us all humanely and professionally.
Since we established our company we have worked in 20 countries of four Hong Kong
continents.
Currently, we have a complete presence with operative companies in: Costa Rica
- CHILE. Subterra Ingeniería Ltda.
Spain
- ESPAÑA. Subterra Ingeniería, S.L.
- PERÚ. Subterra Perú SAC. Ecuador
As well as site offices in GUATEMALA.
Last year, we have also developed projects in: Guatemala
- Mexico - India Panama
- Bolivia - Algeria
- Hong Kong - Costa Rica
Philippines
- Ecuador - Guatemala
Algeria
BrazilPROSAFECOAL
PRESIDENCE
GEOSOFT
MISTER
2.3. R+D+I Activities
The group aims to provide a high level, innovative approaches to the solution of complex and
MODELRISK challenging problems. The applied research give us the opportunity to offer our clients the latest
ground engineering techniques, improving our designs, enabling them to solve these complexes and
challenging problems.
As we said before we have a UNE 166002 system for the Research and Development projects.
In the past we collaborated in the following projects:
COGAR
• Increased productivity and safety of European coalmines by advanced techniques and planning
tools enabling an improved strata control of the face-roadway junction (PROSAFECOAL). RFC-
PR-06002 (2007-2010).
• Prediction and Monitoring of Subsidence Harzards above Coal Mines (PRESIDENCE). RFC-
PR-06031 (2007-2010).
• Geomechanics and control of soft mine floors and sides (GEOSOFT).
RFCR-CT-2010-0001 (2010-2013). Cliente: Comisión Europea. DG XII.
We have been selected by the European Commission DGXII, by the Direccion General de
Transferencia de Tecnologia y Desarrollo Empresarial of the Spanish Ministry of Science and
Innovation and by Centro para el Desarrollo Tecnológico Industrial (CDTI), for the following projects:
• Herramienta avanzada para la estandarización en la evaluación y gestión de Riesgos
Naturales basada en Cartografía Cuantitativa. “MODELRISK”. SUBPROGRAMA
INNPACTO 2010-2014. Client: Ministerio de Ciencia e Innovación.
• Underground Coal Gasification in operating mine and areas of high vulnera-bility
(COGAR). RFC-PR-12005 – (2013-2016). Client: Comisión Europea. DG XII.
• QMAP: Mapas cuantificados de peligrosidad Geológica. Cliente: Centro para el Desarrollo
Tecnológico Industrial (CDTI). IDI-20140472. 2014-2016.Tunnel of Xaltepec. Motoway Amozoc - Veracruz | Veracruz, Mexico | ISOLUX CORSAN. 2.4. Clients
Cut+Cover Tunnel. South Portal. Almendral. Andalucía, Spain. OSSA-Tapusa
Power House, CH Chira-Soria. Gran Canaria. Spain. IDOM. ENDESA 3. REFERENCES MOTOWAYS AND ROAD PROJECTS RAILWAY AND METRO HYDROELECTRICAL HYDRAULIC MINING
Motorways and road projects
Section Length Constructive
Tunnnel Project Type Lithology Type of Study Year Client Country
(m2) (m) Method
Xaltepec NATM 2009-2010 ISOLUX-COR-
Xaltepec Tunnel of Amozoc-Veracruz Motorway Basalt and volcanic Constructive
Road Single-bore 145 302 Top heading and MEXICO
(Mexico) tuff Design SAN
bench
Assesment GREECE
NATM Sandstone and
Kalydona Ionia Odos Motorway Road Double-bore 95 1180 during 2010 OSSA
Full face siltstone
construction
NATM
Túnel T2 Assesment
Full face / Top Diabase, basalt and
Central Greece Motorway E-65 Road Double-bore 95 3000 during 2010 OSSA GREECE
heading and lava rocks
construction
bench
Incahuasi Supervision of final design of "monteagudo-Ipa- Sandstone, lutite, Constructive
Road 72 1230 NATM 2010 Geocontrol MAB BOLIVIA
ti" Motorway siltstone y diamictite Design
Assesment
Montconill Road Eix Diagonal C15 / C37 Road Single-bore 90 615 NATM Sandstone, lutite during 2010 DRAGADOS SPAIN
construction
Gravels, lavas, Geocontrol
Costanera Sur, group 1: Costanera Norte-Cos- Constructive
Costanera N-S Road Single-bore 75 311 NAMT andesites and red 2010 CHILE
tanera Sur tunnel Design Chile
shales
Gaiztelua I 594
Tender Design. Turn off Elorrio. Road Double-bore 85 NATM Sandstone, lutite Tender Design 2011 FCC SPAIN
Gaiztelua II 1141
Ormaetxe Road Single-bore 950 Sandstone, lutite
Sollube Tender Design Turn off Bermeo Road Double-bore 85 1150 NATM Sandstone, lutite Tender Design 2011 FCC SPAIN
Gainzadala Road Single-bore 640 Loam
SACYR-CA-
Túnel 6A Sector 2ª Motorway Bogotá - Vicencio Road Single-bore 88 4.333 NATM Phyllite, quarzite Tender Design 2011 COLOMBIA
VOSA
Tuen Mun -
Tuen Mun - Chek Lap Kok Link - Northern HONG
Chek Lap Kok Road Double-bore 150 2 x 4.100 Hidro-Escudo Granite, sandstone Tender Design 2012 OHL
Connection Subsea Tunnel Section KONG
Link
Granite, schists SACYR-CA-
Acapulco Project Escénica Alterna , Acapulco Road Single-bore 115 3204 NATM Tender Design 2012 MEXIOO
y filites VOSA
Lotes 1 a 5 del Rodoanel. Trecho Norte de (7 tunnels) ISOLUX-COR-
Rodoanel Road Double-bore 187 NATM Granite Tender Design 2012 BRAZIL
Sao Paulo. 6360 SAN
Andesite, con- Constructive
T1/T2/T3 Maitenes-Confluencia Road Single-bore 75 447/989/3361 NATM 2012-13 SACYR CHILE CHILE
flomerate y Tuff Design
Andesite, con- Assesment dur-
T1/T2/T3 Maitenes-Confluencia Road Single-bore 75 447/989/3361 NATM 2013-15 SACYR CHILE CHILE
flomerate y Tuff ing construction
Assesment during construction Stage 1 Assesment dur- COSTANERA
Vivaceta Road Single-bore 92 580 NATM Gravels 2013-14 CHILE
Programe “Santiago Centro – Oriente” ing construction NORTE
Constructive COSTANERA
AVO Detalied design of AVO tunnel under Kennedy Road Single-bore 284 42 German Method Gravels 2013 CHILE
Design NORTE
NATM Cut and
AVO Vespucio Oriente Road Single-bore 148 8360 Andesite, Gravels Tender Design 2013 SACYR CHILE CHILE
Cover
Constructive
Design and As-
KENNEDY Road Single-bore 200 1150 NATM sesment during
construction
Constructive
Design and As-
CN-CS Santiago Centro Oriente Road Single-bore 80 292 NATM Gravels sesment during 2013-13 SACYR CHILE CHILE
construction
Constructive
Design and As-
LO SALDES Road Single-bore 90 65 NATM sesment during
constructionRailway and Metro Projects
Section Length Constructive
Tunnnel Project Type Lithology Type of Study Year Client Country
(m2) (m) Method
LHigh Speed Railway Madrid-País Vasco /
Fresno de Geotechnical
French line. Burgos – Vitoria. Stretch: Burgos– Double-bore 77 5250 EPB Loamy shale 2009 CYE SPAIN
Rodilla Study
Prádanos de Bureba
“High Speed Railway Madrid-País Vasco /
Fresno de Constructive
French line. Burgos – Vitoria. Stretch: Fresno de Double-bore 77 5250 EPB Loamy shale 2009-10 CYE SPAIN
Rodilla Design
Rodilla – Monasterio de Rodilla.”
“South Tenerife Railway. Stretch 6: False tunnel
Basaltic lava
Oroteanda beginig (San Miguel) – Cut and NATM / Avance Constructive UTE EYSER-GE-
Túnel 6 Single-bore 115 2283 rock, scorias and 2010 SPAIN
Cover tunnel y destroza Design TINSA
ignimbrite
Montaña de Guaza beginning (Arona)”
Vigo - Porriño Atlantic High Speed Axis Project. Stretch: Vigo-O
Single-bore 115/77 10000 NATM/TBM Granite and gneiss Feasibility 2010-12 TRN SPAIN
Porriño
Detailed Design and PMC for Construction of
Road Bed including two tunnels from km 17/0 Phyllite and
Chennai Single-bore 52 980+6780 NATM Feasibility 2010 AYESA INDIA
to 35/0 of Obulavaripalle - Venkatachalam New quarzite
Railway Line
Reopening project of Railway: Empalme Loam and Constructive
Son Sureda Single-bore 40 80 NATM 2010 UTE DRAGOTEC SPAIN
Station-Artá. Stretch 3: Son Servera-Artá. limestone Design
Estudio
Pola de Lena Pola de Lena - Oviedo Single-bore 118 11380 NATM Granite 2012 PROINTEC SPAIN
Informativo
Constructive
El Bolao FEVE. Variante de Llanes Single-bore 35 300 NATM limestone 2012 AXIA SPAIN
Design
Basaltic lava Assesment
High Speed railway Bobadilla-Granada. Stretch: UTE TÚNEL DE
Archidona Single-bore 138 1053 NATM rock, scorias and during 2010 SPAIN
Archidona-Arroyo de la Negra ARCHIDONA
ignimbrite construction
Túnel 1 Double-bore 78 2.400 NATM Granite
Initial desing. High Speed railway to Galicia
Túnel 2 Stretch. Ourense-Vigo. Strech: O Carballiño Single-bore 110 2.271 NATM Granite Initial Desing 2011-12 TRN Ingeniería SPAIN
- O Irixo
Tunel 3 Single-bore 110 2.278 NATM schists
Os Campos Single-bore 110.1 2795 NATM Granite
Granitos. Esquistos
O Galo Initial desing. High Speed railway to Galicia Single-bore 110.1 4705 NATM
Ortogneises Initial Desing 2011 UTE GOC-CALTER SPAIN
Stretch. Ourense-Vigo. Strech: Cercedo - Barro
TuneladoraDo-
Barro Doble-bore 71.03 7792 Granites
ble escudo
Basaltic lava Assesment
NATM + CUT+- EYSER-GETIN-
El Goro Stretch 4. FFCC Las Palmas - Maspalomas Single-bore 105 2000+4300 rock, scorias and during 2011-12 SPAIN
COVER SA-GIPIC
ignimbrite construction
Basaltic lava Assesment
PROINTEC-IN-
Maspalomas Stretch 7. FFCC Las Palmas - Maspalomas Single-bore 100 3000 NATM rock, scorias and during 2011-12 SPAIN
GENIA
ignimbrite construction
Final design High Speed North - Nothwest Cuarzite, phillite, COMSA/ALDESA/
Constructive
Prado Corridor. High Speed railway Madrid-Galicia. Single-bore 72 7.606 NATM granite, Gneiss, 2012 COPASA/AZVI/ SPAIN
Design
Strech: Prado- Porto Shitds COPISA
Corredor Norte – Noroeste de Alta Velocidad. UTE COPROSA-IN-
80 8510 Assesment
Línea de Alta Velocidad Madrid – Galicia. SERSA-RUBAU
Corno D e I Double-bore NATM Slales during 2012-15 ESPAÑA
Tramos: Cerdedelo-Prado y Túnel de El Corno UTE ISOLUX /
80 8500 construction
Vía Derecha y Vía Izquierda TABOADA
Tramo 2 Avant Project Detaille Tronçon 2 Single-bore 75 600+800 NATM Limestone y Marl Initial Desing 2013 GETINSA ARGELIA
Limestones and
Tramo 1 Avant Project Detaille Tronçon 1A1 Single-bore 75 18900 NATM Initial Desing 2013-14 GETINSA ARGELIA
sandstones
9 Single-bore /
Limestones and
Tramo 1 A2 Avant Project Detaille Tronçon 1A2 52 3680 NATM Initial Desing 2013-14 GETINSA ARGELIA
sandstones
2 Double-boreMining Projects
Análisis de la estabilidad de una explotación Asistencia Técnica durante la construcción del Proyecto de Explotación de Hierro En Tibirita
abandonada de yesos en La Peñona (Asturias). túnel de transporte de la Mina Toquepala (Tacna, (Cundinamarca). Colombia. Cliente: PACIFIC
Cliente: AUXILIAR DE INGENIERÍA Y CONTROL Perú). Cliente: OBRAS SUBTERRÁNEAS. 2011- IRON. 2012.
(AIC). 2009 12.
Asistencia técnica para un diseño optimizado de la
Cálculo tenso-deformacional del impacto de una Servicio de asesoría Geomecánica Sector Manto corta de Cobre Las Cruces. Cliente: COBRE LAS
pila de carbón sobre un túnel del Canal del Bierzo Norte. Atacama Kozan. Cliente: S.C. MINERA CRUCES. 2012-13.
(Ponferrada). Cliente: NOEGA. 2009 ATACAMA KOZAN. 2011-12
Asistencia técnica para la actualización del
Asesoría Geotécnica Mina Cobre las Cruces. Asesoría geotécnica de las obras del nuevo Proyecto Constructivo de la Escombrera Oeste del
Cliente: Geocontrol, S.A. 2009-2010 acceso al Rajo Sur y Botaderos. Mina el Teniente. Proyecto minero Cobre Las Cruces. Ampliación
SACYR CHILE. 2011-12. Escombrera Oeste. Cliente: COBRE LAS
Estudio geotécnico, hidrológico, hidrogeológico
CRUCES. 2012-13.
y proyecto de rehabilitación de la corta Cerro Proyecto Constructivo de las Escombreras del
Colorado. Minas de Río Tinto. Cliente: EMED Proyecto RTM. Cliente: EMED TARTESSUS. Aplicación del método de Sublevel Caving en NE
MINING. 2010 2011-12 de Assan. Cliente: AITEMIN. 2013.
Proyecto Básico de la rampa de acceso a fondo de Asesoría Geotécnica Mina Cobre las Cruces.
corta. Cliente: COBRE LAS CRUCES. 2010. Cliente: Cobre Las Cruces, S.A. 2011-14.
Proyecto de Construcción para las obras de Anteproyecto de Abandono Definitivo de las
construcción de Túnel para la instalación de faja Labores de Corta Atalaya (Río Tinto, Huelva).
transportadora de mineral desde la chancadora EMED TARTESSUS. 2012.
primaria hasta la pila de intermedios. Yacimiento
Proyecto de explotación en una mina de hierro
de Toquepala (Departamento de Tacna, Peru).
en Tibirita (Cundinamarca). Cliente: OSSA /
Cliente: OBRAS SUBTERRÁNEAS. 2011.
GEOMINAS. 2012.
Optimización de los soportes del túnel Rosario
Análisis Geológico-Geotécnico de las Balsas
Oeste de la Mina Collahuasi. Cliente: Compañía
Nº2 y Nº3 de residuos de Jarosita de la fábrica
Minera DOÑA INÉS DE COLLAHUASI. 2011.
de San Juan de Nieva (Avilés, Asturias). Cliente:
ASTURIANA DE ZINC. 2012.
Geothecnical Assesment Sector Manto Norte.
Atacama Kozan.
Client: S.C. Minera Atacama Kozan.
Section Length Constructive
Tunnnel Project Type Lithology Type of Study Year Client Country
(m2) (m) Method
Quarzite,
tourmaile Assesment
Sur de Los Double Shield Geocontrol
Tunnel Sur of Los Bronces mine (Chile) Minning 20 8125 breccia, during 2010 CHILE
Bronces TBM (DSU) Chile
porphiry and construction
biotite breccia
Colluvial, blue
marlstone,
Prefeasiability Project of the interior minning NATM
Rampa CLC Minning 32 1320 sand, volcanic Prefeasibility 2010 CLC SPAIN
ramp of Cobre las Cruces Full face
rock and
shale
Breccia, tuff Geocontrol
Andina Consultancy for feability study for PNA. Phase II Minning 52 30000 NATM Prefeasibility 2010 CHILE
and andesite Chile
Porphyritic Constructive
Tunnel design for the mineral conveyor belt in- copper Design and
Toquepala stallation from the primary crusher to treatment Minning 32,25 2027 NAMT deposit-mo- Assesment 2011 OSSA PERU
plant. Toquepala Deposit. lybdemun during
spread construction
Assesment
Rosario Assesment during construction. Túnel Rosario Vulcano-sedi- CMDI
Minning 16 1150 NATM during 2011 CHILE
Oeste Oeste mentary COLLAHUASI
construction
SCM
Atacama Room and Vulcanic Geothecnical
Geothecnical Assesment, Mina Atacama Kozan Minning 750 50 a 150 2011 ATACAMA CHILE
Kozan Pillar Rocks Assesment
KOZAN
Lutites,
Romm and PACIFIC
Tibirita Iron mining project Tibirita Minning 750 - Vulcano-sedi- Final Desing 2012 COLOMBIA
pilar IRON
mentary
Aplicación del método de Sublevel Caving en Sublevel Lutites y
Tipong Minning - - Initial Design 2013 AITEMIN INDIA
NE de Assan Caving margsHydroelectrical Projects
Section Length Constructive
Tunnnel Project Type Lithology Type of Study Year Client Country
(m2) (m) Method
Conglomerate, basalt
Underground excavations of Larreynaga Geotechnical UTE COBRA-OS-
Larreynaga Hydroelectric 16,5 2500 NATM and andesitic tuff 2009-2010 NICARAGUA
Hydroelectric Plant (Nicaragua) Study SA
and lave
Final Design Project for Underground
Constructive
Belesar III Excavation at Belesar III Hydroelectric Hydroelectric 44 1620 NATM Granodiorite 2010 SOCOIN SPAIN
Design
Power Plant ( Ourense, Spain )
Final Design Project for Underground Ex-
Granodiorite and Constructive
Los Peares III cavation at Los Peares III Hydroelectric Hydroelectric 44 410 NATM 2010 SOCOIN SPAIN
schist Design
Power Plant ( Ourense, Spain )
Final Design Project for Underground
Edrada - San Excavation at Edrada-San Esteban Granite, granodiorite Constructive
Hydroelectric 50 5900 NATM 2010 SOCOIN SPAIN
Esteban Hydroelectric Power Plant ( Ourense, and gneiss Design
Spain )
Final Design Project for Underground Ex-
Granodiorite and Constructive
Salas - Conchas cavation at Salas-Conchas Hydroelectric Hydroelectric 50 6100 NATM 2010 SOCOIN SPAIN
nebulite Design
Power Plant ( Ourense, Spain )
Tonalites, andesites,
Support tunnels design of Hydroelectric Constructive
Cheves Hydroelectric 16/41 15776 NAMT quarzites, shales and 2011 Geocontrol Chile PERU
power plant Chéves Design
graphite
SHAFTS / CAVERN
Constructive
Belesar III CH Belesar III (Tunnel, Cavern, Shafts) Hydroelectric 45 1650 / NATM / RAISE Granite 2011-12 SOCOIN SPAIN
Design
BORING
Constructive
Peares III CH Peares III (Tunnel) Hydroelectric 45 450 NATM Gneises and schist 2011-12 SOCOIN SPAIN
Design
Assesment
Torito CH Torito Hydroelectric 40 3700 EPB Limestones during 2011-13 SOCOIN COSTA RICA
construction
Constructive HOCHTIEF-
El Paso CH El Paso Hydroelectric 28 4500 NATM Andesite-tuff 2011 CHILE
Design GARDILIC
UTE EDUIN-
Palanda CH Palanda Hydroelectric 13 1.427 NATM Granites Tender Desing 2011 ECUADOR
TER-ENWESA
Sand stones and Constructive
La Virgen CH La Virgen Hydroelectric 18 4.600 NATM 2011-13 COBRA - OSSA PERU
limestonees Design
Constructive
Tonalites, andesites,
Assesment during construction CH Design / As- CONSTRUCTORA
Cheves Hydroelectric 16/41 15.776 NATM / CAVERN quarzites, shales and 2011-14 PERU
Cheves sesment during CHEVES
graphite
construction
Constructive
Final Desing and assesment during
Design / As- HOCHTIEF
Portillo construction. Central Hidroeléctrica de La Hydroelectric 35,5 11.290 FINAL LINING Andesites and tuffs 2011-2012 CHILE
sesment during CONSTRUCTION AG
Confluencia
construction
Delta CH Delta Hydroelectric 23/46 4525 NATM/POZO Slate y Metatuff Tender Design 2012 OSSA GUATEMALA
Andesites, basalts,
Tatatila CH Tatatila Hydroelectric 20 1300 NATM granites and gran- Initial Design 2012 INCISA MÉXICO
odiorites
Basalts and Constructive
Chira-Soria CH Chira-Soria Hydroelectric 22 60 CAVERNA 2012 IDOM SPAIN
ignimbrites Design
Constructive
Design / As- COBRA
Renace. Tunel 2 CH Renace 2 Hydroelectric 21 4.025 NATM limestones 2012-14 GUATEMALA
sesment during GUATEMALA
construction
Volcanics rocks, intru-
Minas San NATM/CAVENR/ Assesment dur-
CH Minas San Francisco Hydroelectric 18-50 30.000 sive rocks, quaternary 2012-13 GNF Engineering ECUADOR
Francisco POZO/TBM ing construction
deposits
Volcanics rocks, intru- Asistencia
Minas S. Central Hidroeléctrica Minas San NATM/POZO/CAV- GNF
Media presión 18-50 30000 sive rocks, quaternary durante la 2012-14 ECUADOR
Francisco Francisco ERNA/TBM ENGINEERING
deposits construcción
Gravels and sand- Constructive
Itata Constructive Design CH Itata Pasada 51 70 POZO + NATM 2013 BROTEC CHILE
stones Design
Constructive
Volcanics rocks, intru-
Constructive Design / Assesment Design / As- CONSTRUCTORA
Alto Maipo Pasada 13-21 22000 NATM + TBM sive rocks, quaternary 2013-17 CHILE
during construction H.P. Alto Maipo sesment during NUEVO MAIPO
deposits
constructionHydraulic Projects
Proyecto de construcción del colector-intercep-
tor de pluviales de Pozuelo de Alarcón. Cliente:
EUROCONSULT. 2010.
Asistencia técnica para la licitación de los
túneles Pucara y Transandino del trasvase
Majes - Siguas. Perú. Cliente: OBRAS SUB-
TERRÁNEAS-IESA. 2011
Technical assistance for the tender submis-
sion Harbour Area Treatment scheme stage
2A. Contract dc/2009/18. DSD. Hong Kong.
Cliente: KADEN CONTRUCTION LTD., CHINA
RAILWAY GROUP LTD. AND OBRAS SUB-
TERRÁNEAS SA. 2011.
Ingeniería conceptual y Proyecto de
Construcción de los túneles del trasvase Majes - Basic and Detailed Desing. Majes - Siguas
Siguas. Cliente: COBRA-COSAPI. 2012-14.
Client: COBRA-COSAPI.
Section Length Constructive
Tunnnel Project Type Lithology Type of Study Year Client Country
(m2) (m) Method
Sewer Pozuelo loamy sand- Constructive EUROCON-
Drainage system in Pozuelo de Alarcón (Madrid) Hydraulic 6,5 4572 EPB 2010 SPAIN
de Alarcón stone Design SULT
Kaden / OSSA
2009/18 Harbour Effluent Tunnel. Stonecutters Island
Hydraulic 65 900 NATM + Shatft Granite Tender Design 2011 / China Railway HONG KONG
DSD.
G.
Transandino 11410 Andesite and
Majes - Siguas Diversion Hydraulic 25 NATM Initial Design 2011 OSSA / IESA PERU
Pucara 6450 Breccias
11410 Andesite and Constructive
Transandino-Pucara Hydraulic 25 NATM 2012-14
6450 Breccias Design
Sandstone, COBRA-COSA-
Majes-Siguas 4600 PERU
conglomerate, Constructive PI
Diversion Tunnel Lluclla-Siguas Hydraulic 25 2500 NATM 2012-14
granite and Design
3100
gneiss
Sewer Pozuelo de Alarcón
Client: EuroconsultPower House, C.H. Belesar II. Galicia, España. GNF Engineering.
4. PUBLICATIONSREVISIÓN DEL ÍNDICE ROCK MASS EXCAVABILITY (RME).
APLICACIÓN ESPECÍFICA A LOS DOBLES-ESCUDOS. Bi-
eniawski, Z.T; Celada, Benjamín; Galera, J.M.; Álvarez, Maria.
INGEOPRES Nº 154. 2006
EMPLEO DE LAS TÉCNICAS GEOFÍSICAS Y DE LOS EN-
SAYOS IN SITU EN LOS TÚNELES DE GUADARRAMA. J. M
Galera; S. Pescador; A. Rodríguez; M. Torres. ADIF. Entorno
Gráfico. ISBN 84-609-6344-6. 2005
NON DESTRUCTIVE GEOPHYSICAL METHODS FOR THE
PREDICTION OF THE GROUND CONDITIONS AHEAD THE
TBM FACE. Galera, José M. IV UN-ITA WORKSHOP GIBRAL-
TAR STRAIT CROSSING. 2005
Publications
INSPECCIÓN DEL ESTADO DE LOS TÚNELES EN LA R-68
ENTRE SANTIAGO DE CHILE Y VALPARAÍSO. Galera, José
Miguel; Tardáguila, Isidoro. Ingeopres: Actualidad técnica de
ingeniería civil, minería, geología y medio ambiente, ISSN 1136-
4785, Nº. 126, 2004, pags. 76-82. 2004
PREDICTION OF THE GROUND CONDITIONS AHEAD THE
Geology, Geotechnics y Underground Excavations TBM FACE IN THE TUNNELS OF GUADARRAMA (SPAIN), US-
ING ERT. Galera, J. M.; Peral, F.; Rodríguez, A. 2004.
ESTUDIO GEOLÓGICO GEOTÉCNICO DEL TÚNEL DE BRA-
CONS. Galera Fernández, José Miguel; Aguado Nogueras, Da-
UNDERGROUND EXCAVATIONS vid; Hurtado Sola , Juan Manuel; Sánchez, Sergio. Ingeopres:
Actualidad técnica de ingeniería civil, minería, geología y medio
EL PROYECTO DE LA CENTRAL HIDROELÉCTRICA RENACE THE USE OF THE SPECIFIC DRILLING ENERGY FOR ROCK ambiente, ISSN 1136-4785, Nº. 100 (Extraordinario), 2002, pags.
II. Alonso, A, Espina. S, Quiroga, C. INGEO TÚNELES 20. 2013. MASS CHARACTERISATION AND TBM DRIVING DURING 30-35.
TUNNEL CONSTRUCTION Celada, B; Galera, J. M; Muñoz, C;
EXPERIENCIA EN TÚNELES ANDINOS. EL CASO DEL Tardáguila, V. Congreso de la ITA. Budapest. 2009. ANTEPROYECTO DEL TÚNEL DE EL PERTHÚS PARA EL
TÚNEL DE TOQUEPALA. Sicilia, A. Nuñez, Í. Galera, J. M, ENLACE ENTRE ESPAÑA Y FRANCIA EN ALTA VELOCIDAD.
Santos, D. CIERM 2013. EL TÚNEL DE MANQUEHUE I, UN RETO PARA LA INGENIERÍA López Pita, Andrés; Bocabberteille, Alain; Gonzálex, Alfonso; An-
TUNELERA. González, B.; García, G.; García, J.F.; Fernández, dré, Daniel; Celada, Benjamín; Galera, José Miguel. Ingeopres:
PREDICCIÓN DEL COSTE DE LA OBRA CIVIL DE UN TÚNEL L.; Ahumada, M.; Quiroga, C.; De Cabo, M.; Galera, J.M; INGEO- Actualidad técnica de ingeniería civil, minería, geología y medio
EJECUTADO POR MÉTODOS CONVENCIONALES. Sancho, PRES Nº 167. 2008. ambiente, ISSN 1136-4785, Nº. 92, 2001, pags. 18-24.
M. OBRAS URBANAS Nº 41. Nov. 2013.
NEW APPLICATIONS OF THE EXCAVABILITY INDEX FOR SE- CONSTRUCCIÓN DE LOS TÚNELES LO PRADO II Y ZA-
LA CONSTRUCCIÓN DEL TÚNEL DE XALTEPEC EN LA LECTION OF TBM TYPES AND PREDICTING THEIR PERFOR- PATA II : SITUADOS EN LA RUTA 68 QUE UNE SANTIAGO
AUTOPISTA AMOZOC-VERACRUZ. Castell, E, García, J, MANCE. Bieniawski, Z.F.; Celada, B.; Galera, J.M.; Tardáguila, I; CON VALPARAÍSO (CHILE). Tovar Sabio, A ; Alberto Jimeno
Boisan, M, Paredes, M. INGEOPRESS Nº 184. 2013. ITA-AITES World Tunnel Congress 2008, Agra, India 2008. Vázquez, Jesús; Ahumada Díez, Mauricio; Ugarte Lozano, En-
rique; Manrique Cecilia, Manuel ; Galera Fernández, José Miguel
THE CONSTRUCTION OF THE SAN CRISTOBAL TUNNEL ; Tardáguila Vicente, Isidoro. Ingeopres: Actualidad técnica de
RECENT EXPERIENCES IN THE DESIGN AND CONSTRUC-
(SANTIAGO DE CHILE). Contreras, A.; De Cabo, M.; Fernández. ingeniería civil, minería, geología y medio ambiente, ISSN 1136-
TION OF TUNNELS IN THE CENTRAL AND SOUTHERN
E.; Galera, J.M.; Meyer, P. TA-AITES World Tunnel Congress 4785, Nº. 92, 2001, pags. 72-78.
ANDES. : J. M. Galera, E. Chavez, G. Ibarra, C. Quiroga, S.
Veyrat. WTC 2013. Geneva, 2013. 2008, Agra, India 2008.
METODOLOGÍA PARA LA INSPECCIÓN DE TÚNELES” In
LA CONSTRUCCIÓN DEL TÚNEL DE SAN CRISTÓBAL. Con- INGEOTÚNELES 4. CAPÍTULO 7. Galera, J.M; Peral, F;
SOME CRITERIA TO CONSIDER IN FINAL LINING DESIGN
treras, A.; De Cabo, M.; Fernández, Galera, J.M. : INGEOPRESS Rodríguez, A. Ed. Carlos López Jimeno. ETS Minas. ISBN 84-
AND SUPERVISION IN CONVENTIONAL TUNNELLING. Von
Nº 177. 2008. 96140-02-4. 2001
Munthe, E, Vélez, H., Caro, P. WTC 2013. Geneva, 2013.
PREDICTION OF THE GROUND CONDITIONS AHEAD THE RESULTS OF THE SITE CHARACTERIZATION OBTAINED AT
LA CONSTRUCCIÓN DEL PROYECTO HIDROELÉCTRICO
TBM FACE IN THE TUNNELS OF GUADARRAMA (SPAIN), US- THE TARIFA EXPERIMENTAL GALLERY. Pliego, J.M; Esteras,
LA CONFLUENCIA (ANDES, CHILE). aul, A.1 Odekerken, C.,
ING GEOPHYSICAL METHODS AND IN SITU TESTING. J. M. M; Celada, B; Galera, J.M. International Conference on Geothec-
Meyer, P., Chavez, E., Galera, J.M., Müller, M. INGEOPRES Nº
Galera, S. Pescador, Á. Rodríguez, M. Torres. ITA-AITES World nical & Geological Engineering. Melbourne. 2000
220. 2012.
Tunnel Congress 2007. “Underground Space – the 4th Dimen-
sion of Metropolises”. ITA/AITES Prague. 2007 GEOTECHNICAL SITE CHARACTERIZATION OF THE PER-
THE CONSTRUCTION OF THE HYDROELECTRICAL PRO-
THUS TUNNEL. Bocaberteille, Alain; González, Alfonso; Celada
JECT LA CONFLUENCIA (ANDES, CHILE). Paul, A.1 Ode-
GEOTECHNICAL CONTROL DURING THE EXCAVATION OF Benjamín, Galera Fernández, José Miguel. International Con-
kerken, C., Meyer, P., Chavez, E., Galera, J.M., Müller, M. WTC
THE TUNNEL OF GUADARRAMA. I. Tardáguila, B. Celada, J. ference on Geothecnical & Geological Engineering. Melbourne.
2012 BANGKOK 2012.
M. Galera. ITA-AITES World Tunnel Congress 2007. “Under- 2000
DISEÑO Y CONSTRUCCIÓN DEL EMBOQUILLE NORTE DEL ground Space – the 4th Dimension of Metropolises”. ITA/AITES
Prague. 2007 CARACTERIZACIÓN GEOTÉCNICA DE LAS ZONAS DÉ-
TÚNEL DEL ALMENDRAL. Boisán, M; Veyrat, S.; Álvarez, S;
BILES DEL TÚNEL DE LE PERTHUS. Celada, B.;Galera, J.
Romero, J. Ingeopres Nº 217. 2012.
TBM EXCAVABILITY: PREDICTION AND MACHINE-ROCK M. ; González,A.; Rolland, A. Ingeopres: Actualidad técnica de
INTERACTION. Bieniawski, Z.T; Galera, J.M; Celada, B. 2007 ingeniería civil, minería, geología y medio ambiente, ISSN 1136-
EXPERIENCIAS EN EL DISEÑO Y CONSTRUCCIÓN DE
RETC Rapid Excavation and Tunneling Conference. Toronto. 4785, Nº. 53, 1997, pags. 38-41. 1997
TÚNELES EN LA CORDILLERA ANDINA. Galera, J.M; Alamán,
P.; Ibarra, G.; Quiroga C. Ingeopres Nº 203. 2011. 2007
ROCK MASS CHARACTERISATION OF THE WEAK ZONES AT
EL ÍNDICE DE EXCAVABILIDAD DEL MACIZO ROCOSO THE PERTHUS TUNNEL. Celada, B; Galera J.M; González A y
UTILIZACIÓN DE CRITERIOS EMPÍRICOS (RME Y QTBM)
(RME). NUEVA METODOLOGÍA PARA ESCOGER EL MÉTODO A, Rollana. Tunelling under difficult conditions. 1-901808-01-7.
PARA LA ESTIMACIÓN DE LOS RENDIMIENTOS DE EXCA-
ÓPTIMO DE CONSTRUCCIÓN DE TÚNELES. Bieniawski, Z.T; ITC, London. 1997
VACIÓN CON ESCUDO SIMPLE. Martín, D.; Galera, J.M; Glez.
de Vallejo, L. INGEOPRES Nº 198. 2010. Celada, Benjamín; Galera, J.M.; Álvarez, M. En: Ingeopres: Ac-
tualidad técnica de ingeniería civil, minería, geología y medio INVESTIGACIÓN Y CARACTERIZACIÓN GEOLÓGICO-GEO-
ambiente, ISSN 1136-4785, Nº. 149, 2006, pags. 20-25. 2006 TÉCNICA PARA EL PROYECTO DE TÚNELES. Celada Tama-
PREDICTION OF CUTTER WEAR USING RME. Bieniawski, Z.
mes, Benjamín; Galera Fernández, José Miguel. Ingeopres:
T; Galera, J.M; Celada, B; Tardáguila, I. Congreso de la ITA.
ROCK MASS EXCAVABILITY INDICATOR: NEW WAY TO SE- Actualidad técnica de ingeniería civil, minería, geología y medio
Budapest. 2009.
LECTING THE OPTIMUN TUNNEL CONSTRUCTION METH- ambiente, ISSN 1136-4785. 1994
CONSTRUCTION OF A URBAN TUNNEL IN LOOSE AND OD. Bieniawski, Z.T; Celada, Benjamín; Galera, J.M.; Álvarez,
Maria. TUNNELLING AND UNDERGROUND SPACE TECH- LOS TÚNELES DEL PARPERS DE LA AUTOPISTA MATARÓ-
INHOMOGENEOUS TERRAIN UNDER WATER TABLE. Deu-
NOLOGY. ISBN 0086-7798. Vol-1. 2006 GRANOLLERS. Borrás, X; Obrador V.; Celada B, Galera J.M; y
lofeu, C; Serratosa, J; Casanovas, F; Celada, B; Galera, J. M;
E. Velasco. INGEOPRES Nº 14. 1993
Congreso de la ITA. 2009.GEOTECHNICS
THE ROLE OF BEDDING PLANES IN GUADALQUIVIR BLUE EJEMPLOS DE CONTROL INSTRUMENTAL DE LAS DEFOR-
MARLS ON THE SLOPE STABILITY IN COBRE LAS CRUCES MACIONES. INSTRUMENTACIÓN PARA EL CONTROL DE
OPEN PIT. S. Cooper, C. Perez and L. Vega, J.M. Galera, V. LAS DEFORMACIONES DEL TERRENO” In OPERATIVIDAD
Pozo. International Symposium on Rock Slope Stability in Open DE LAS INTRUMENTACIÓN EN AGUAS SUBTERRÁNEAS,
Pit Mining and Civil Engineering. Vancouver. 2011. SUELOS CONTAMINADOS Y RIESGOS GEOLÓGICOS.
Galera, J.M; Mulas, J; Fernández-Canteli, P. IGME. ISBN 84-
CARACTERIZACIÓN DE EMPLAZAMIENTOS CONTAMINA- 7840-485-6. 2003
DOS POR HIDROCARBUROS MEDIANTE LA APLICACIÓN DE
TÉCNICAS GEOFÍSICAS. Galera, J.M.; Martíinez de la Calle, P. ESTUDIO DE LA CIMENTACIÓN DEL VIADUCTO SOBRE LA
Ingeopres 170. 2011. RÍA DE NAVIA. J. M. Hurtado Sola, J. M. Galera Fernández,
Guillermo Martínez Ruiz, Paloma Barón Rubio. Ingeopres: Ac-
ANÁLISIS HIDROMECÁNICO ACOPLADO DE LA MINA A CIE- tualidad técnica de ingeniería civil, minería, geología y medio
LO ABIERTO DE COBRE LAS CRUCES. Galera, J.M.; Montero, ambiente, ISSN 1136-4785, Nº. 120, 2003, pags. 18-22. 2003
J.; Pérez, C.; Vega, L.; Varona, P. VII Simposio Nacional de Ta-
ludes y laderas Inestables. 2009 ESTUDIO GEOTÉCNICO E HIDROGEOLÓGICO PARA LA
RONDA OESTE DE CÓRDOBA . Galera, J.M.; Hurtado, J.M.;
ENHANCED CHARACTERIZATION OF A SOFT MARL FORMA- Sánchez, S. Carreteras para una sociedad en desarrollo. III
TION USING IN SITU AND LAB TESTS, FOR THE PRESTRIP- Congreso Andaluz.. M-41848-2003. 2003
PING PHASE OF COBRE LAS CRUCES OPEN PIT MINE.
Galera, J.M; Checa, M.; Pérez, C.; Pozo, V. Slope Stability. PROGRAMA DE INSTRUMENTACIÓN, CARACTERIZACIÓN
CSIRO. 2009 Y SIMULACIÓN NUMÉRICA HIDROMECÁNICA PARA LA AM-
PLIACIÓN DE UN LABORATORIO SUBTERRÁNEO EN AR-
ESTABILIZACIÓN DEL DESLIZAMIENTO D-2 DEL TRAMO SO- CILLAS – CLIPEX.Elorza, F.J; Acero, I; Galera, J.M; Merrien, K;
TIELLO-CAMPOMANES MEDIANTE DRENAJE PROFUNDO Varona, P; Huertas, F. V Jornadas de Investigación y desarrollo
Y PANTALLA DE PILOTES ANCLADA. Fernández Pérez, M.; tecnológico en gestión de residuos radioactivos. 2003
Galera, J.M; Lucas Pérez, L.; Serrano Martín, L. Jornadas Técni-
cas Variante de Pajares. 2009 ANÁLISIS DE ESTABILIDAD DE TALUDES: COMPARATIVA
ENTRE LOS MÉTODOS DE EQUILIBRIO LÍMITE Y LOS
CONSTRUCTION OF AN URBAN TUNNEL IN LOOSE AND IN ANÁLISIS TENSODEFORMACIONALES. J. M. Galera Fernán-
HOMOGENEOUS TERRAIN UNDER WATER TABLE. Deulofeu, dez, P. Velasco. Ingeopres: Actualidad técnica de ingeniería
C.; Serratosa, J.; Casanovas, F.; Celada, B.; Galera, J.M; Tar- civil, minería, geología y medio ambiente, ISSN 1136-4785, Nº.
dáguila, I. ITA-AITES World Tunnel Congress 2009, Budapest, 105, 2002, pags. 16-22. 2002
Hungary8. 2009
ESTUDIO GEOTÉCNICO DE LOS DESMONTES DE LA CAR-
COUPLED HYDRO MECHANICAL ANALYSIS OF COBRE LAS RETERA PANAMERICANA (CA-1). Fernández Martín, Fuen-
CRUCES OPEN PIT. Galera, J.M.; Montero, J.; Pérez, C.; Vega, santa; Galera Fernández, José Miguel; Hurtado Sola, Juan
L.; Varona, P. Slope Stability. CSIRO. 2009 Manuel; Velasco Posada, Pedro. Ingeopres: Actualidad técnica
de ingeniería civil, minería, geología y medio ambiente, ISSN
CARACTERIZACIÓN DE DETALLE DE DE LAS MARGAS AZ- 1136-4785, Nº. 111, 2002, pags. 16-22. 2002
ULES DEL GUADALQUIVIR MEDIANTE ENSAYOS IN SITU Y
DE LABORATORIO. Galera, J.M; Checa, M.; Pérez, C.; Williams, PROYECTO DE ESTABILIZACIÓN DE LAS LADERAS DE LA
B.; Pozo, V. : INGEOPRES Nº 170. 2009 CANTERA DE SAN VICENTE (ORENSE). M. de Cabo Ripoll, J.
M. Hurtado Sola, J. M. Galera Fernández, Guillermo Martínez
ESTABILIZACIÓN DEL DESLIZAMIENTO D-2 DEL TRAMO SO- Ruiz, Paloma Barón Rubio. ROC Máquina: Piedras naturales,
TIELLO - CAMPOMANES DE LA L.A.V. LEÓN-ASTURIAS EN maquinaria y equipos, ISSN 0214-0217, Nº. 83, 2003, pags.
LA VARIANTE DE PAJARES. Serrano Martín, L.; Lucas Pérez, 28-33.
L.; Monge, J.C; Galera, J.M.; Fernández Pérez, M. VII Simposio
Nacional sobre Taludes y Laderas Inestables. 2009 IN SITU CHARACTERIZATION OF ROCK MASS DEFORM-
ABILITY. COMPARISON BETWEEN ELASTIC MODULE OB-
EVALUACIÓN DEL MÓDULO DE DEFORMACIÓN EN MA- TAINED WITH FULL WAVE SONIC LOG AND PRESSUREME-
CIZOS ROCOSOS : COMPARACIÓN ENTRE LOS ENSAYOS TER TOOLS. Galera, J.M; Peral, F; Rodríguez, A. 7 Th Meeting
PRESIOMÉTRICOS Y DILATOMÉTRICOS CON LA PREDIC- of Environmental and Engineering Geophysical Society. Bir-
CIÓN DEL RMR. M. Alvarez, Z. T. Bieniawski, J. M. Galera mingham. 2001
Fernández. En: Ingeopres: Actualidad técnica de ingeniería civil,
minería, geología y medio ambiente, ISSN 1136-4785, Nº. 142, ESTABILIZACIÓN DE UNA LADERA EN EL TRAMO VIC-
2005, pags. 20-28. 2007 FONTFREDA DEL EIX TRANSVERSAL. Celada Tamames,
Benjamín; Galera Fernández, José Miguel. Ingeopres: Actuali-
EVALUATION OF THE DEFORMATION MODULUS OF ROCK dad técnica de ingeniería civil, minería, geología y medio ambi-
MASSES USING THE RMR AND DILATOMETER DATA. Bi- ente, ISSN 1136-4785, Nº. 80, 2000, pags. 30-36.
eniawski, Z.T; Galera, J.M; Álvarez, M.Workshop “Underground
Works under Special Conditions”. 2007 ESTABILIZACIÓN DE UNA LADERA EN EL TRAMO VIC-
FONTFREDA DEL EIX TRANSVERSAL. Celada Tamames,
EVALUATION OF THE DEFORMATION MODULUS OF ROCK Benjamín; Galera Fernández, José Miguel. Ingeopres: Actuali-
MASSES: COMPARISON OF PRESSUREMETER AND dad técnica de ingeniería civil, minería, geología y medio ambi-
DILATOMETER TESTS WITH RMR PREDICTION. Galera, José ente, ISSN 1136-4785, Nº. 80, 2000, pags. 30-36.
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2004.C.H. Cheves | Peru | HOCHTIEF-TECSA.
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