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Diapositivo 1 A global player on engineering, geotechnical design, urbanism, management & procurement With a multidisciplinary team and a high qualified workforce Integrated in a great international network With its own Mission and an environmental commitment And strongly addicted to challenges… | Eden Gardens Luanda, Angola LIPOR III Waste Composting Centre PORTUGAL, 2003 | Design of Waste composting plants | Wastewater treatment plants | Water storage structures | Water supply systems | Decontamination of aquifers LIPOR III Waste Composting Centre PORTUGAL, 2003 Water Supply System of the South Area of Porto Region PORTUGAL, 2000 | Design of Waste composting plants | Wastewater treatment plants | Water storage structures | Water supply systems | Decontamination of aquifers Water Supply System of the South Area of Porto Region PORTUGAL, 2000 Metro Station of Encarnação, Lisbon PORTUGAL, 2000 | Geological studies and geotechnical design assignments | Laboratorial testing | Soil and rock classification | Ground improvement | Site investigations | Erosion control analysis • The station reaches a depth of 35m, while the water level 15 m from the surface. • he outer walls are 0.50 m thick. The foundations are direct with a raft slab which is also the bottom slab. • For reasons of compatibility between construction methods and acting as a strut some levels of slabs were built top down. • The roof is slanted and presents different inclinations in order to adapt to the complex morphology of the terrain. Quantities: ‐ Construction area 7080 m2 ‐ Concrete 21280 m3 ‐ Steel 3520 t ‐ Piles 4740 ml Porto Metro System PORTUGAL, 1997 - 2009 | Layout roadway and railway design | Earth retaining structures | Bridges and tunnels design | Risks assessment & management | Noise control Porto Metro System PORTUGAL, 1997 - 2009 Porto Metro System PORTUGAL, 1997 - 2009 | Layout roadway and railway design | Earth retaining structures | Bridges and tunnels design | Geotechnical engineering | Noise control | Risks assessment Porto Metro System PORTUGAL, 1997 - 2009 Oporto’s Sport Palace Porto, 2009/2010 | Structural assessment | Refurbishment of the existing dome built in 1952 | Geotechnical engineering | New buildings Oporto’s Sport Palace Porto, 2009/2010 New International Tripoli Airport Tripoli, LIBYA, 2007/2008 | Geotechnical engineering | Structures solutions design | Special structures | Laboratorial testing | Ground improvement | Site investigations | Erosion analysis New International Tripoli Airport Tripoli, LIBYA, 2007/2008 Al-Maghrib University Campus Al - kohms, LIBYA, 2009/2010 | Geotechnical engineering | Structures solutions design | Special structures | Laboratorial testing Al-Maghrib University Campus Al - kohms, LIBYA, 2009/2010 The Al-Khoms University Campus is located on the Mediterranean coast of Libya, approximately 100 km east of Tripoli. 6050 students will be taught in faculties which include Engineering, Education, Medicine and Nursing. There are 7 main buildings and other support buildings occupying a total area of 84 hectares and 125 000 sqm of construction area. Sciences Faculty of Porto University Porto, PORTUGAL, 2002 | Geological studies and geotechnical design assignments | Structures solutions design | Laboratorial testing | Ground improvement | Site investigations | Erosion analysis Coimbra Children´sHospital Coimbra, Portugal 2008 | Geological studies and geotechnical design assignments | Structures solutions design | Laboratorial testing | Ground improvement | Site investigations | Seism and dynamic analysis Fishing Academy of Namibe Namibe, ANGOLA, 2006 | Design planning | Coordination, monitoring and supervision systems | Management and quality control BUILDINGS 1ª STAGE 1st Building, Faculty of Basic Sciences, Rector of the University, and Administrative Block 2st Building, Faculty of Fisheries Fishing Academy of Namibe 3st Building, Faculty Fish Processing Namibe, ANGOLA, 2006 4st Building, Faculty of Aquatic Resources Exploitation 5st Building, Block Simulation 2nd STAGE Students Residence with capacity for 1000 students Teachers Residences, with capacity for 150 teachers Sports Facilities, with a stadium and sports three courts Buildings are reinforced concrete structures, with wafle slabs and collumns on footings. ÁREAS 1st Stage Buildings ‐ 29.000 m2 Landscaping – 65.000m2 2st Stage Students Residence – 77.000m2 Teachers Residence – 23.500m2 Sports Facilities – 17.500 m2 Social Facilities – 7.000m2 Landscaping– 490.000m2 LISBON RING ROAD – IC17 PORTUGAL, 2009 | Tunnels, Viaducts, Overpasses and Underpasses | Risk assessment & management | Safety & Stability analysis | Laboratorial testing | Replacement or reinforcement studies LISBON RING ROAD – IC17 PORTUGAL, 2009 | Cut and Cover Tunnel with1450m | XVIII century Aqueduct suspended | Dense urban area LEIXÕES PORT PORTUGAL, 1994 - 2009 | Structures and infrastructures for ports and customs activities terminals | Docks, harbors and shipping berths | Safety and functionality analysis | Special solutions for reinforcement and rehabilitation Dragon Stadium (FC Porto) Porto, PORTUGAL, 2002/2003 | Geological studies and geotechnical design assignments | Structures solutions design | Laboratorial testing | Site investigations | Seism and dynamic analysis Dragon Stadium (FC Porto) Porto, PORTUGAL, 2002/2003 El Corte Inglés (Shopping) Gaia, PORTUGAL, 2006 | Geological studies and geotechnical design assignments | Structures solutions design | Laboratorial testing | Site investigations | Seism analysis El Corte Inglés (Shopping) Gaia, PORTUGAL, 2006 Andresas Viaduct Porto, PORTUGAL, 2004 | Bridges, Viaducts, Overpasses, Underpasses and Footbridges | Structural dynamics studies & Fatigue studies | Rehabilitation and reinforcement | Widening and extending solutions | Safety, seismic risks and prevention devices Andresas Viaduct Porto, PORTUGAL, 2004 EN 10 Roundabout Seixal, PORTUGAL, 2005 | Bridges, Viaducts, Overpasses, Underpasses and Footbridges | Structural dynamics & Fatigue studies | Rehabilitation and reinforcement | Widening and extending solutions | Safety, seismic risks and prevention devices | Some GEG Facts & Numbers Designing the future WORLDWIDE Rehabilitation of the railway between El Gourzy and Biskra Algeria 2008 METRO DO PORTO DEVELOPMENT PLAN PORTUGAL, 2009 | Design consultancy on multidisciplinary components | Integrated management services | Costs planning | Contract management | Technical support | Site supervision | Campo Alegre Metro METRO DO PORTO line expansion has DEVELOPMENT PLAN 9627m. PORTUGAL, 2009 | Cut and Cover | Mined Sections | S. Bento station – new line crossing | Cut and Cover Station with over an existent line An Aqueduct suspended Designing the future WORLDWIDE Tripoli, LIBYA 3rd Ring Road, 24 km 2007/2009 Designing the future WORLDWIDE Luanda Bay Towers | Luanda, ANGOLA | Design consultancy on multidisciplinary components | Integrated management services | Costs planning | Contract management | Technical support | Site supervision To build the underground floors the Top Down method was adopted. At a temporary phase the slabs were partially completed to support the walls, allowing the excavation of these floors. These slabs are supported by temporary metallic columns which in the final phase are embedded in the concrete columns. | Premium Hotels Designing the future WORLDWIDE International Iberian Nanotechnology Laboratory Braga, PORTUGAL 2008 Major constraints arising from the site location and design loads Very demanding vibration limits due to the existence of high precision equipments; High values of imposed loads where taken for the design of slabs (7.5 kN/m2 to 22.5 kN/m2); Adoption of materials compatible with the requirements of electromagnetic interference; Due to the equipment lay-out and architectural constraints, large spans and limited column positioning had to be adopted in the design; Reduced soil bearing capacity and water level above basement level. Construction Methodology Office & Lab Wing - Due to its large plant dimensions (200m) without having bilateral movement joints, a set of constructive joints and a lower ratio of W/C in the concrete composition where adopted in order to minimize the shrinkage effect. Clean Room – The pouring of the 2.0m height raft slab was object of special attention both in the composition of the concrete and in the process of concreting. GEG’s headquarters are truly beyond one location. Porto, Portugal Since 2000 GEG has been permanently increasing its international assignments. }Belgium Portugal ~ } Italy } } United Central Arab Magreb ~ Libya ~Emirates Angola ~ } Mozambique Offices with } Other international ~ Resident Teams design assignments GEG Angola GEG Angola GEG Angola GEG Libya GEG Libya GEG Libya GEG Abu Dhabi GEG Abu Dhabi In an open, collaborative and creative culture | With highly qualified technicians. | In a multidisciplinary skills context. | Assuring the highest standards of quality, safety and sustainability. With a relevant international network of partners | We are greater than the sum of our parts Buro Happold • Ridge Solutions • iC consulenten • Balonas Projectos • BMM Architects • Camilo Cortesão Architects • Carlos Prata Architecture • Central Angola Architects • GALP • Gatnor • GRID • TRENMO – Transports • Manuel Ventura & Associados Architects • NGP Architects • OHM-E• RG Associates • Viaponte • Procesl With a strong commitment on Research & Development | Promoting the best scientific cooperation University of Sciences and Technology Houari Boumédiène (Argel), Algeria
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