ELAC 2016 Paris - Institution of Civil Engineers
Transcription
ELAC 2016 Paris - Institution of Civil Engineers
ice | france Institution of Civil Engineers ELAC 2016 Paris French inspired Infrastructure 21st ICE European Local Associations Conference Thursday 5th to Monday 9th May Hotel Novotel, Paris La Défense France Technical Information Booklet Organised by ICE France May 2016 Index of Contents ELAC 2016 Paris ice | france Index of Contents Technical Information Booklet Conference Day - Friday 6th May 2016 Technical Programme at a glance - - - 1 page Chairman’s welcome letter - - - - - 1 page Thanks to the Sponsors - - - - - 2 pages Technical Programme - - - - - 1 page Presentation Summaries - - - - - 6 pages Thanks to the Speakers - - - - - 1 page Speaker Profiles - - - - - 4 pages IC.WP.62.16 ELAC 2016 Paris - Page 1 of 1 May 2016 Index of Contents ELAC 2016 Paris ice | france Programme at a glance Technical Programme at a glance Friday 6th May 2016 Novotel La Défense Hotel Conference Theme French inspired Infrastructure Friday 6th May Day 2 all day conference - registration from 8h45 - Salon Manhattan 14th floor morning session begins at 9h00 afternoon session begins at 13h40 closing comments by 17h00 rdv hotel lobby at 17h30 for metro transfer into Paris walking tour in Paris : Canopée des Halles Eglise St Eustache Bourse de Commerce group dinner at 19h30 - Au Pied de Cochon, Les Halles IC.WP.73.16 ELAC 2016 Paris Page 1 of 1 May 2016 Technical Programme at a glance ELAC 2016 Paris ice | france Thanks to Sponsors Thanks to the Sponsors The organisers of ELAC 2016 Paris would like to thank the event sponsors for their generous financial contributions. These donations have supplemented delegates’ own subscriptions to enable the weekend activities take place and allow the free participation of ESTP students at the Friday technical programme. Institution of Civil Engineers One Great George Street Westminster London SW1P 3AA, UK European Manager : Melissa Zanocco Tel : 00 44 207 665 2175 E-mail : [email protected] Website : www.ice.org.uk ICE Association Française ice | france 6 rue Exelmans 78000 Versailles, France Chairman : Chris Polwin CEng MICE Tel : 00 336 12 35 33 17 E-mail : [email protected] Website : www.icenet.fr Safier Ingénierie 13 cours du Danube 77700 Serris, France SAFIER INGENIERIE SAS www.safier-ingenieriesa.com Président : Hanan Safier CEng MICE Tel : 00 336 08 91 04 82 E-mail : [email protected] Website : www.safier-ingenieriesa.com HRO France 10 avenue de la Grande Armée 75017 Paris, France Technical Director : Chris Polwin CEng MICE IC.WP.56.16 ELAC 2016 Paris Tel : 00 331 58 05 41 23 E-mail : [email protected] Website : www.hrogroup.com Page 1 of 2 May 2016 Thanks to Sponsors ice | france ELAC 2016 Paris Thanks to Sponsors CSTB Centre Scientifique et Technique de Bâtiment Siège Social 84 avenue Jean Jaurès Champs sur Marne 77447 Marne la Vallée Cedex 2, France Chargée de Communication : Charline Vignaud Direction de la Communication et des relations extérieures Tel : 00 331 64 68 89 86 E-mail : [email protected] Website : www.cstb.fr CSTB, the Scientific and Technical Centre for Building, is a public organization for innovation in building, which performs four key activities, namely research, expertise, evaluation and dissemination of knowledge, organized to satisfy the challenges of the ecological and energy transition in the world of construction. Its field of expertise covers construction products, buildings, and their integration into districts and cities. With over 900 employees and its subsidiaries and networks of national, European and international partners, the CSTB offers its services to all parties involved in construction to improve the quality and safety of buildings. A member of the Carnot Institute network since 2006, the CSTB supports construction industry stakeholders in developing innovations that improve building quality and safety. The prime mission of the CSTB Carnot Institute is to transfer research outcomes to socioeconomic stakeholders. Hehenberger Consulting & Management Postfach 19 04 15 80604 München, Germany IC.WP.56.16 ELAC 2016 Paris Contact : Dr-Ing Florian Hehenberger CEng MICE Tel : 00 49 89 13 929 620 E-mail : [email protected] Website : www.hehenberger.net Page 2 of 2 May 2016 Thanks to Sponsors Conference Programme ELAC 2016 Paris ice | france 21st annual ICE European Local Associations Conference Hotel Novotel La Défense - Salon Manhattan (14th floor) Friday 6th May 2016 French inspired Infrastructure 08h45 Registration - Hotel Novotel La Défense 09h00 Welcome to delegates 09h05 Mentor’s opening remarks 09h10 n° 1 Grand Paris Express - overview, objectives, infrastructure Michel Pré - Setec TPI 09h55 n° 2 EOLE - tunnelling, Porte Maillot station, HSL junction 10h40 Salon Manhattan 2 - 14th floor Chris Polwin - ICE France Chairman Richard Coackley - ICE Past President coffee break - 20 minutes - foyer 14th floor 11h00 n° 3 11h45 n° 4.1 Palais de Justice - Structure 12h10 n° 4.2 Palais de Justice - Facades & external features 12h30 Lucy Rew - Egis EOLE - La Défense CNIT station lunch - 70 minutes - foyer 14th Michel Pré - Setec TPI Audrey Zonco - Setec TPI Kira Singer - RFR-Artelia floor 13h40 n° 5 Fondation Louis Vuitton - Glass sails & support structure 14h25 n° 6 Structural engineering - energy - the basis of increases in life expectancy & life quality, health, pollution, population 15h10 Matt King - T/E/S/S Hanan Safier - SISA tea break - 15 minutes - foyer 14th floor 15h25 n° 7 Wind tunnel testing on large structures 16h10 n° 8 Long span cable stay bridges - Third Bosphorus Crossing 16h55 Conference closing remarks 17h00 Close of conference & announcements 17h30 Rendez-vous - hotel reception 17h40 Depart for central Paris by metro line 1 18h10 Visit Canopée des Halles 18h40 Visit Eglise St Eustache (closes 19h00) optional free walkabout 19h10 Walk across park to Bourse de Commerce optional free walkabout 19h30 Group Dinner - aperitif & 3 course meal Restaurant « Au Pied de Cochon » Les Halles 22h15 Depart for hotel by metro line 1 Chatelet to Esplanade de la Défense (13 stops) 23h00 Return to hotel IC.WP.36.16 ELAC 2016 Paris Graham Knapp - CSTB Michel Virlogeux Richard Coackley - ICE Past President William Powles - event organiser Novotel La Défense Esplanade de la Défense to Chatelet (13 stops) Commentary by Chris Polwin & William Powles Novotel La Défense Page 1 of 1 May 2016 Conference Programme ELAC 2016 Paris ice | france Presentation Summaries Conference Day - Friday 6th May 2016 French inspired Infrastructure - Presentation Summaries N° 1 Grand Paris Express : overview, objectives, infrastructure - Michel Pré The “Nouveau Grand Paris” strategic regional plan for the future development of the capital was launched in 2010. Key to the success of this vision was the acknowledgement that, despite its density, the current Greater Paris public transport network with its total of about 220km of metro and some 600km of suburban & express over-ground train lines was inadequate for a population of the order of 12 million and needed an important up-grading in order to face the challenges of urban development for the 21 st century. The basic features of the projected infrastructure development are : creation of a new circular high capacity metro lines, about 200km long, linking a number of suburban town centres extension of existing lines linking these suburban town centres to Paris city centre, as well as improvement of airport links to Orly to the south and CDG to the north reinforcement & upgrading of existing overcrowded lines An expected result is an important impulse to urban development of the region and improved passenger connectivity between suburbs without the need to pass through the city centre thus improving the attractiveness of the Paris region. In order to secure the construction of this major infrastructure project despite the public financing uncertainties, it was decided to create a dedicated tax, paid by all the stakeholders of the Paris region, including companies as well as individuals. The implementation of the project will create a huge volume of activities in the area of civil engineering work, and more specifically of underground works, during the next 15 years. Plan of new circular metro network with four new lines 15, 16, 17, 18 IC.WP.50.16 ELAC 2016 Paris Page 1 of 6 May 2016 Presentation Summaries Friday 6th May ice | france N° 2 ELAC 2016 Paris Presentation Summaries EOLE : Tunnelling, Porte Maillot station, HSL junction - Lucy Rew The east to west suburban express line EOLE (est-ouest liaison express) is Paris’ fifth such railway and entered into service as RER E. The section from the east suburbs was commissioned in 1999 but terminated at Haussmann St Lazare (HSL) in the city centre. After 17 years of deliberation about which route to follow to the west suburbs, work is now beginning on the 8km long monotube bored tunnel extension which will link HSL to La Défense with two new deep stations at Porte Maillot and the La Defense business district. The tunnel will be bored from west to east with a slurry shield TBM assembled in a shaft sunk in a street adjacent to the CNIT at La Défense before driving through the Porte Maillot station to terminate just before the turnouts of the operating station at HSL. A dismantling chamber will be sunk at Porte Maillot to remove the TBM in little pieces. Before excavation of the vast station caverns and HSL turnouts can start, there will be significant dewatering to reduce the water table below station invert levels (33m deep at Porte Maillot & 30m deep at CNIT) because the surrounding ground lacks cohesion unless dewatered. The slurry treatment plant will be sited on floating barges in the Seine with the spoil transported initially through the streets on a covered conveyor belt to barges until the TBM passes beneath the river Seine when spoil will be extracted up a ventilation shaft. N° 3 EOLE : La Défense CNIT station - Michel Pré The underground EOLE La Defense CNIT station is located under the centroid of the iconic CNIT triangular vaulted structure built in the 1950s and now a protected heritage structure which consists of a thin reinforced concrete shell roof resting on three equidistant support foundations with a span of 220m, connected below ground by prestressed tie rods. This huge vaulted dome shelters a large public concourse at ground floor surrounded by tiered buildings between 5 to 10 storeys high, a basement shopping mall, a sub-basement conference centre above three floors of car parking. The new station project involves excavation of a very deep large central volume under these constructions which requires major underpinning work with the need to both control the movements of their foundations and also to limit the overall ground deformation which could affect the vault supports. The underpinning work consists of a major transfer structure based on a series of pillars formed in traditional shafts prior to excavation of the heart of the station volume. Another challenging aspect of the new station construction is the Client’s commitment to limit inconvenience to existing activities sheltered by CNIT (offices, hotels, shops). Only two activities, sheltered in underground levels, will be closed during the construction being the conference centre and the car park. This constraint led to carrying out a real size test shaft in order to measure caused disturbances and adjust the construction requirements. After a design period which began in 2012, the construction contract was awarded in 2015, and commissioning should occur in 2022 when trains will begin operation through the completed new tunnel link and station towards Mantes la Jolie in the western suburbs. IC.WP.50.16 ELAC 2016 Paris Page 2 of 6 May 2016 Presentation Summaries Friday 6th May ice | france ELAC 2016 Paris Presentation Summaries N° 4.1 Palais de Justice : Structure - Audrey Zonco This 160m high 40 storey complex in the inner city new development zone of ClichyBatignolles is designed to adhere to the latest environmental regulations for efficient buildings. Unusual within the Paris city limits where building heights are normally restricted to 28 metres, its role is to regroup all the Parisian judiciary services and law courts, currently dispersed over 5 different sites, under one roof by 2017. Architect Renzo Piano Building Workshop has designed an emblematic building with 104 000m² of floor area and 90 audience rooms where magistrates & judges dispense judgement. The site houses 5 900m² of planted terraces and 9 000m² of Parvis. The 35m wide office tower is formed of three decreasing size cantilevered volumes on top of the pedestal “socle” which contains the courtrooms & public spaces. The concrete structural works have been phased into three separate entities : phase 1 deals with the infrastructure (foundations, ground water treatment, perimeter wall & piling, excavation, raft & basements) phase 2 treats with the central cores constructed using sliding shutters phase 3 concerns the superstructure (load transfer cantilever slabs with pre-stressed concrete link beams) Given the high level of groundwater, the infrastructure levels had to be built on top of a thick raft with perimeter waterproof diaphragm walls which were anchored in the Auversian clayey sand. Foundations under the high-rise tower cores are barrette piles going all the way down to the limestone whilst all the foundations of the low parts of the complex are regular piles anchored in the Auversian clayey sand. Because of the length of the high-rise tower it was split into three vertical buildings each one having its own core. This allows free thermal deformations but could create a risk of opposite vibrations under the action of wind. This is why a system of shear keys was designed. The architectural concept divides the main tower into three superimposed horizontal volumes of ten levels separated by planted terraces. In order to create these volumes, the load on the peripheral columns had to be transferred back to the inner core thanks to a prestressed concrete load transfer floor that carries 10 levels on a 7m cantilever span. This allows for thin peripheral 30x30cm square section prefabricated columns. N° 4.2 Palais de Justice : Facades & external features - Kira Singer For the building envelope, the tower façade is formed of ventilated double skin units with photovoltaic panels on brackets on the main east and west sides. These units comprise fixed laminated and reflexive glass, with an openable window equipped with external roller blinds. This efficient curtain wall allows a high level of glazing transparency and smoothness. On the end south and north facades there are single skin units with outside louvres. The narrowness of the tower at 35m wide guaranties a high level of natural light inside the building and good contact to the outside. The external metalwork includes Renzo Piano’s architectural features such as a 100m high panoramic lift, masts, photovoltaic panels, wing walls cantilever panels and canopies. IC.WP.50.16 ELAC 2016 Paris Page 3 of 6 May 2016 Presentation Summaries Friday 6th May ELAC 2016 Paris ice | france N° 5 Presentation Summaries Fondation Louis Vuitton : glass sails & support structure - Matt King This iconic modern art museum in the Bois de Boulogne, opened to the public in October 2014, is the philanthropic vision of the French global luxury goods & drinks company LVMH (Louis Vuitton Moët Hennessy). The client selected the American architect Frank Louis Gehry - renowned for the Guggenheim Museum in Bilbao and The Fish in the Barcelona Olympic Village - to convert their vision into reality. The brief required 11 contemporary art exhibition galleries and a 350 seat auditorium housed within a striking edifice in conformity with stringent planning regulations. The resultant functional spaces known as the Iceberg, because of the white skin cladding formed of 19 000 curved UHPC panels with intermittent glazing on a steel frame support, created challenges to ensure waterproofing, thermal insulation and fire resistance. This shell is covered by 12 massive glass sails supported on an independent frame of sprayed steel and laminated timber curved beams to provide a spectacular and imposing building visible from afar. The 13 400m² surface area of sails are covered by 3 600 curved panes of non-repetitive glass fixed to a secondary structure. The sails envelope the building and provide interesting views for visitors emerging from the galleries at roof level who can walk around underneath them viewing the external exhibits and plants which decorate the terraces. This paper by structural engineering consultant T/E/S/S will describe the building and highlight the complex design required for the glass sails and support frames. Fondation Louis Vuitton – west façade from the Jardin d’Acclimatation N° 6 Structural engineering - energy - the basis of increases in life expectancy & life quality, health, pollution, population - Hanan Safier A far ranging overview of structural engineering applied to the French energy industry that has/past and will/future enable increases in life expectancy and life quality and health and pollution and population. How can the future generation of engineers save the world and solve the equation. Energy = increased (life expectancy + life quality + health) = 0 (pollution) + acceptable (population increase) How are we training the future generations ? Should the ICE propose a policy of 0 world pollution ? IC.WP.50.16 ELAC 2016 Paris Page 4 of 6 May 2016 Presentation Summaries Friday 6th May ice | france N° 7 ELAC 2016 Paris Presentation Summaries Wind tunnel testing on large structures - Graham Knapp CSTB (centre scientifique et technique du bâtiment) is the French research & testing laboratory for the building & construction industry. Based in Nantes, ICE member Dr Graham Knapp is a specialist wind engineer at CSTB, where he uses wind tunnel tests and computational models to predict the interaction between strong winds and the built environment. All buildings presented at the conference have first been tested for wind resilience under his supervision. He will describe his work on wind speed measurements, climate analysis, pylon load studies, site operations studies and full-bridge aero elastic testing. He plans to exhibit some test models including some of the recent lift bridge and cable stay bridge structures designed by Michel Virlogeux. N° 8 Long span cable stay bridges - Michel Virlogeux Michel Virlogeux addressed ICE at ELAC 2010 Paris and gave an overview of his structural design work on road & rail crossings and his speciality of cable stay bridges. He highlighted how new technology has allowed spans for this type of structure to significantly increase (Pont de Normandie / Viaduc de Millau). His presentation now will explain his latest schemes including reference to the 3,1km Russky Island Bridge at Vladivostok completed in July 2012 which has the world’s longest cable stay bridge central span at 1 104m and second highest pylons at 321m after Viaduc de Millau. Currently under construction is the 2,64km Yavuz Sultan Selim Bridge, the third Bosphorus crossing just outside Istanbul which is a mixed rail & road crossing which combines suspension and cable stay technology. When completed in 2017 it will have an even longer central span at 2 164m with 322m high towers. Yavuz Sultan Selim Bridge, Third Bosphorus Crossing, Turkey Other recent crossings include the 515m Térénez cable stay bridge in Finisterre across the river Aulne between Quimper and Brest via the Crozon peninsula which opened in April 2011 with a central span of 285m where the road deck is curved on plan. It demonstrates that horizontal curvature is no constraint for large span cable stay bridges thus eliminating dangerous hairpin bends on the existing approaches to the old suspension bridge alongside. IC.WP.50.16 ELAC 2016 Paris Page 5 of 6 May 2016 Presentation Summaries Friday 6th May ELAC 2016 Paris ice | france Presentation Summaries Chaban Delmas lifting bridge, Bordeaux Térénez cable stay bridge, Finisterre The 575m long Chaban Delmas road lifting bridge across the Garonne in Bordeaux opened in March 2013. The central lifting span of 117m long is suspended on cables from pairs of towers set on piers in the river which house the motors for the cables which run up inside the towers. Another Michel Virlogeux designed lifting bridge, Pont Gustave Flaubert, across the Seine in Rouen was opened in September 2008 with a twin deck lifting span 100m long. Both locations are downstream of river side cities favoured by tall ships and cruise liners so were preferred by the Clients as being more economical in price and land take than a tunnel. Friday evening site visit - Canopée des Halles Site of the Paris historic market place since the 12thC, Forum des Halles project is the complete upgrade, renovation and decoration of the busiest underground suburban rail hub in Europe (interchange for RER A, B, D & 5 metros with 750 000 daily transit passengers) and the 1970s shopping centre which attracts 120 000 daily visitors on three levels. Existing services on the five basement levels remained operational whilst work proceeded. All 20 entrances to the station concourse at basement level 4 as well as access to the 8 RER platforms at basement level 5 have been renewed to improve horizontal & vertical circulation. 66 000m² of new flagship commercial space covered by a vast floating canopy roof has been built above ground alongside an upgraded park to expose historic buildings St Eustace Church (Eglise St Eustache) and the Commodities Exchange (Bourse de Commerce). The 6 hectare site is 400m long by 150m wide with the vast canopy closing off the east end. Opened in April 2016, delegates are now able to walk through the new space beneath the canopy inspecting the 20m high 3 floor steel frame superstructure which necessitated reorganising the load transfers by strengthening all column & pile supports down to foundation level below the railway tracks at basement level 5. The new canopy roof spans up to 60m between new north & south buildings and is formed by angled & curved overlapping transparent leafs in bronzed steel and glass. Canopée des Halles, central Paris IC.WP.50.16 ELAC 2016 Paris Page 6 of 6 May 2016 Presentation Summaries Friday 6th May ice | france ELAC 2016 Paris Thanks to Speakers Thanks to the Speakers The organisers of ELAC 2016 Paris would like to thank the Friday technical speakers and recognise their companies for allowing them to present papers. Setec TPI France - Michel Pré & Audrey Zonco Egis Tunnels - Lucy Rew RFR Artelia - Kira Singer T/E/S/S - Matt King Safier Ingénierie SAS - Hanan Safier CSTB - Graham Knapp Independent Consultant - Michel Virlogeux IC.WP.65.16 ELAC 2016 Paris Page 1 of 1 May 2016 Thanks to Speakers ice | france ELAC 2016 Paris Speaker Profiles Conference Day - Friday 6th May 2016 French inspired Infrastructure - Speaker Profiles N° 1 Michel Pré - Setec TPI France Michel Pré is Director of underground projects at Setec TPI and was involved in the construction of the Channel Tunnel between 1987 and 1991. He was in charge of the civil engineering design of the first great Parisian underground station of the Eole line in Paris from 1991 to 1995. He led the engineering teams who carried out the preliminary design of the Lyon - Turin new railway link from 2002 to 2007. He is currently in charge of design and construction supervision of extension RER EOLE (La Defense section). He is the current Chairman of the Technical Committee of AFTES. N° 2 Lucy Rew - Egis Tunnels Lucy Rew, a University of Bristol civil engineering graduate, has been working for Egis Tunnels since 2002. She has been responsible for several tunnel construction and renovation projects and alternates site placements with design from the company's Annecy base for road and rail tunnels in Europe and Asia as well as carrying out audits on international projects. Lucy has been involved in ICE activities since her undergraduate days and is currently the France country representative and chairman of the Europe and Central Asia Committee. N° 3 Audrey Zonco - Setec TPI France Audrey Zonco is a civil engineer and an architect, who has worked for Setec TPI for ten years. She has been involved in the design, detailed calculations, or independent checking of various types of projects, such as bridges (Brazzaville cable stayed bridge), high-rise structures (Ashalim solar Tower), stadiums … She has been responsible for the structure and foundations of the Paris Law Court, under the direction of Jean-Bernard Datry, from the design competition in 2011, to the construction supervision, which is still on going. She teaches structural design in the Architecture School EAVT, and gives classes on prestressed concrete in CHEC engineering school. IC.WP.49.16 ELAC 2016 Paris Page 1 of 4 May 2016 Speaker Profiles Friday 6th May ice | france N° 4 ELAC 2016 Paris Speaker Profiles Kira Singer - RFR-Artelia Kira Singer is an architect who started working at RFR Paris in 2005. Initially working on footbridge and bridge design, she obtained her Master’s Diploma on Sustainable Design, and then specialized on building envelopes design. Since 2010, she has been involved with the Paris New Courthouse (Palais de Justice) designed by Renzo Piano for which she is currently managing the facades and special structures site supervision. This project will be delivered in 2017. For her RFR is a unique place, where architects and engineers collaborate with their clients to invent innovative, performant, bespoke and lightweight solutions - a boutique engineering firm where open dialogue and creativity prevail. N° 5 Matt King - T/E/S/S Matt King is a Partner and co-founder of T/E/S/S. After qualifying from Leeds University with a Masters in Engineering with Architecture, he started work at Arup in London, and later transferred to its New York office, where he spent ten years. In 2002 he joined RFR in Paris, and then co-founded T/E/S/S in 2007 with Tom Gray and Bernard Vaudeville. During his career he has worked on many notable structures including the 300m-high Kingdom Trade Center in Riyadh, Tour Phare at La Défense, and Créteil Cathedral, south of Paris. He is the engineer responsible for the design of the glazed sails of Frank Gehry’s Fondation Louis Vuitton, for which he won France’s acclaimed 2012 «Grand Prix National de l’Ingénierie». N° 6 Hanan Safier - Safier Ingénierie Elchanan Dov Safier, a University of Southampton civil & structural engineering graduate, is the founder, owner and managing director of SAFIER INGENIERIE SAS Paris and SAFIER INTERNATIONAL Ltd London. He is chartered MICE and Eur Ing and principal engineer structures. He has more than 40 years’ experience specialising in offshore, subsea, onshore, petrochemicals and renewables. His company provides concept, basic, detailed, installation, erection and expertise services to clients worldwide. He has been an active committee member of the ICE French local association for many years. IC.WP.49.16 ELAC 2016 Paris Page 2 of 4 May 2016 Speaker Profiles Friday 6th May ELAC 2016 Paris ice | france N° 7 Speaker Profiles Graham Knapp - CSTB Dr Graham Knapp, has a PhD in Wind Engineering from University of Nottingham (2007), MSc in Structural Fire Engineering (1999) and MEng in civil & structural engineering (1997), both from University of Sheffield, and is a chartered engineer MICE. He is a specialist wind engineer at the CSTB, based in Nantes, where he uses wind tunnel tests and computational models to predict the interaction between strong winds and the built environment. He is a former executive committee member for the UK Wind Engineering Society and was responsible for the wind engineering studies on the London 2012 Olympic Stadium, La Tour Trinity and Arena 92 Stadium in Paris, the 3rd Bosphorus Bridge in Turkey and a wide range of masterplans, tall buildings and other major structures around the world. N° 8 Michel Virlogeux Michel Virlogeux studied at Ecole Polytechnique and Ecole Nationale des Ponts et Chaussées (ENPC) from which he graduated in 1970. He is Docteur Ingénieur of the Paris University. Between 1970 and 1994, he worked as a civil servant, and between 1974 and 1994 in S.E.T.R.A., the technical service of the Highways Administration. In 1980 he became head of the concrete bridge division, and in 1987 head of the large bridge division. In 1995 he became an independent consultant and in 2008 became Professor of Bridge Design and Construction at the ENPC. He has designed many bridges, the best-known of which are perhaps the Normandy Bridge and the Millau Viaduct for which he developed the preliminary design and subsequently the erection design with the contractor, Eiffage. Over the last thirty years he has been a major contributor to the evolution of bridge design and in particular external prestressing, cable-stayed bridges and composite structures. In addition to his activities as a bridge designer he has acted as an advisor, for some projects, to authorities in China, Japan, Hong Kong, Russia, Turkey and many others. Recipient of many prizes during his career, including the ICE’s Reed & Mallick Medal in 1994 and the Isambard Kingdom Brunel Award in 2006, he received the IStructE’s Gold Medal in 1997 and the ICE’s Gold Medal in 2005 for his design of the Millau Viaduct. He was made Chevalier de la Légion d’Honneur in November 2005 and is an honorary fellow of ICE. An exhibition of his work has recently been on view at the Ecole d’Architecture Val de Seine and the full back page of the Paris newspaper Libération on Tuesday 19th April 2016 was devoted to his career, refer: http://www.liberation.fr/france/2016/04/18/michel-virlogeux-il-suffit-de-tracer-le-pont_1447045 IC.WP.49.16 ELAC 2016 Paris Page 3 of 4 May 2016 Speaker Profiles Friday 6th May ice | france ELAC 2016 Paris Speaker Profiles Conference Mentor - Richard Coackley - ICE Past President ICE Past President 2011-2012 BSc CEng FICE CWEM FCIWEM CBE Prior to being the 147th ICE President, Richard served ICE in many roles including Vice-President International when he was chair of the International Committee. He is current chair of the Nuclear Construction Best Practice Forum. He has attended several ELACs and ICE France events. Past President of ECCE (European Council of Civil Engineers), he is now honorary life President. Awarded CBE for services to civil engineering in 2014. First class honours graduate in civil engineering from Glasgow University in 1975, early site work included hydropower with Sir Alfred McAlpine at Dinorwic Pumped Storage Scheme in North Wales and marine refurbishment with Balfour Beatty at Rosyth Naval Dockyards. Overseas, he has worked in the Middle East, the Maldives & Sri Lanka on water supply & sanitation schemes as Engineer’s representative, as well as in Pakistan where he was responsible for development of the massive power channel design for Ghazi-Barotha hydropower scheme downstream of Tarbela Dam on the Indus River. Currently Director of Energy Development at AECOM, previously URS, previously Scott Wilson, he was very involved in the nuclear decontamination work at Sellafield. Prior to that he led the energy business of WYG. Before that he was Managing Director of the Utilities Business at Mouchel Parkman where he led a large multidisciplinary professional team. Prior to that he served as Director of Binnie Black & Veatch leading business in UK, Europe, Eastern Europe, Central Asia & North Africa. He is particularly keen on encouraging the development of young engineers. His private interests include brewing beer and making wine as well as playing the double bass. IC.WP.49.16 ELAC 2016 Paris Page 4 of 4 May 2016 Speaker Profiles Friday 6th May