B.S. in Civil Engineering (Bridge and Geotechnics), 1993, M.Sc. in Structural Engineering and Construction technology, 2014, 2016 FISE “exceptionally challenging” -class certificate for design of timber structures, 2016 / 2023 FISE “exceptionally challenging” -class certificate for design of steel bridges, 2015 / 2023 FISE “exceptionally challenging” -class certificate for design of concrete bridges, 32 Years, Deputy Director, Anycon Project Consulting Ltd. (present), 8 Yrs., Director, Bridge & Technology Export, 6 Yrs., Business Unit Manager, Bridges, WSP, 8 Yrs., Project Manager, Bridges, WSP, 7 Yrs., Bridge Engineer, WSP, 2 Yrs., Resident Engineer, FRA, 08/2024, Present, Deputy Director, Anycon Project Consulting Ltd., 04/2023, 08/2024, Export Director, Bridges, WSP Finland Oy, Yrttipellontie 10, Oulu, FI, 2014, 04/2023, Director, Bridge & Technology Export, WSP, Ho Chi Minh City, Vietnam, 2008, 2014, Business Unit Manager, Bridges, WSP Finland Ltd, Oulu, Finland, 2000, 2008, Project Manager, Bridges, WSP Finland Ltd, Oulu, Finland, 1994, 2000, Bridge Engineer, WSP Finland Ltd (ConsultingKortes Ltd), 1992, 1993, Resident Engineer, Finnish Road Administration (FRA), 01/2022, 05/2022, Huong River Bridge, Vietnam, Hue City, Department of Construction, Vietnam, Project Director (design), Winning proposal for architectural design competition. Feasibility study for tied-arch bridge, 350 m. Spans 29+56+180+56+29 m., 08/2014, 01/2015, Thu Thiem 2 Bridge, Ho Chi Minh City, Vietnam, Dai Quang Minh Real Estate Corporation, HCM, Vietnam, Project Director (design), Spans of the bridge 886 m, main span 200 m, cable stayed main bridge with deck EW 27,3 m. Main span composite structure, back span and approach bridge prestressed concrete girders, concrete pylon curved and backwards inclined. The new landmark bridge of Ho Chi Minh city., 04/2021, 01/2022, Metro line 1, Ho Chi Minh City, Vietnam, Independent expert and third party verification for incident with elastomeric bearings. Sumitomo Corporation / MAUR., 2016, 2022, Conceptual Design and Architectural Design Competitions, Vietnam, Project Director (design), leading designer, Team leader and leading designer for bridges, 04/2015, 10/2015, Parainen-Nauvo fixed link, Finland, Finnish Road Administration, Sr. Bridge Engineer, Feasibility study for Parainen-Nauvo fixed link including Maltholm Bridge and Airisto Bridge and new option to replace 2 km ferry link by one bridge only., 02/2013, 09/2014, Kokkola-Ylivieska railway project, Finland, CC Infra, Project Manager, Chief Engineer, Independent check for 40 railway bridges and piled slabs., 06/2011, 01/2012, Independent Design Check (CAT III) for Lusail Highway bridges, Qatar, Team Leader, Senior Bridge Engineer, Independent Design Check (CAT III) for Lusail Highway bridges, Independent analysis for post tensioned box girder bridges., 2012, 2014, Ruha-Lapua railway, Finland, Pöyry CM, Project Manager, Chief Engineer, Independent check for 40 railway bridges and piled slabs., 11/2011, 10/2012, Central Mekong Delta Connectivity project, Vietnam, Cao Lanh CIPM, Project Manager, Chief Engineer, Engineering Design for 26 bridges, JV party Design Team Leader, design check, 2009, 2010, Thu Thiem 2 Bridge, Ho Chi Minh City, Vietnam, Vinaconex Ltd, Hanoi, Leading designer of winning bridge proposal, design team leader, Main span 200 m, cable-stayed bridge. Main span composite structure, pylon curved and inclined backwards, land mark bridge. Competition design, three alternatives, winning design development to basic design., 2008, 2009, Crusell Bridge, Helsinki, Finland, City of Helsinki, Bridge engineer, Cable stayed bridge. Leading structural engineer in design competition (conceptual design) phase. Bridge specialist in basic design and construction design phase, 2007, 2008, Tran Thi Ly Bridge, Danang, Vietnam, City of Danang, Bridge Engineer in Basic Design, The cable-stayed bridge with backwards inclined tower will be a landmark bridge in the city centre of Danang. The total length of the bridge is about 730 m and width of the deck 34,5 m. The spans of the bridge are 45,0+50,0+50,0+50,0+230,0+45,0+50,0+50,0+50,0+50,0+28,8+27,2m. The bridge is a concrete bridge. The approach bridge has a cross section of two main boxes connected to each other by transversal cross beam above the supports. The main span cross section is a single box system with diagonal struts inside the box. The distance of the cable, located in the centre line of the bridge is 6 metres, The back cables are anchored outside the deck to the fixed counterweight abutment. The viewing platform is designed to the top of the tower. The tower will have also an elevator., 2001, 2004, Neva Bridge, St. Petersburg, Russia, Institute Giprostroymost Saint-Petersburg, Russia, Bridge specialist, The project is the first fixed bridge over River Neva being the most important crossing on the St. Petersburg Ring Road. The twin pylon structure has a cable span of 382 meters with back stay spans of 174 m. Both the deck and pylons are made of steel. The pylons are built of welded steel segments and bolted together to full height of 124m. The deck is orthotropic steel deck-total width of 25 m. The bridge has 112 cables. Span arrangement 2 x 66 + 174 + 382 + 174 + 2 x 66 m, sub structure and foundation type: cast in situ piles., 2000, 2001, Airisto Bridge, Finland, Finnish Transport Agency, Bridge specialist, Feasibility study and conceptual design for cable stayed bridge with 440 m main span, 1998, 1998, Swietokrzyski Bridge, Poland, Trasa Swietokrzyski Spolka z.o.o, Warsaw, Bridge Engineer, Single Pylon Cable Stayed Bridge with the total length of 448 m. The total effective width of the deck 29,8 m. Lanes 4 plus bicycle and pedestrian lanes. Cable supported span 180+140m. Composite deck. Foundations: cast is situ piles., 1997, 1999, Raippaluoto Bridge, Mustasaari, Finland, Finnish National Road Administration, Bridge Engineer, Construction design (pylon and deck slab). Main span 250 m., 1997, 2001, Binh Bridge, Vietnam, Ministry of Foreign Affairs,Finland/ Haiphongs People’s Committee, Bridge Engineer, The cable-stayed bridge with two pylons over the Cam River in Haiphong City in Vietnam was the bridge solution developed during the feasibility study of the project. The cable stayed bridge provides a beautiful new landmark for the city. The pylons are standing 101 m above the water level, the main span is 260 meters and the total length of the bridge is 1347 m. The bridge is provided with four lanes for motor vehicles and two lanes for pedestrians. The superstructure of the bridge is a composite steel girder with concrete deck slab. The erection of the main span was carried out by cantilever method. The concrete deck slab was built using prefabricated elements. The side spans were erected by lifting. The bridge was founded on cast in situ piles.