Ultracor - 1-st realization in Europe, design, erection, testing

• Autorzy: Machelski C. , Tomala P. , Kunecki B. , Korusiewicz L. , Williams K. , El-Sharnouby M. M.

Identyfikatory

DOI

10.21008/j.1897-4007.2017.23.18

• Konferencja: European Conference on Buried Flexible Steel Structures (3 ; 24-25.04.2017 ; Rydzyna, Polska)
• Języki publikacji: EN

Abstrakty

EN

This paper presents design, realization and testing process of 1-st UltraCor structure in Europe. The scope of the design and intalation is 25.50 m Span, 9.00 m Rise structural plate structure of 500x237mm corrugation with only 9.5 mm plate thickness. Structure will cary the heavy traffic of S7 express road. It was designed for the highest class of loads acc. to Polish Standard. Under the structure there is a local raod and animal crossing.

Słowa kluczowe

EN

buried steel structures; underpass; large span; full scale test

• Wydawca: Wydawnictwo Politechniki Poznańskiej
• Czasopismo: Archiwum Instytutu Inżynierii Lądowej
• Rocznik: 2017
• Tom: Nr 23
• Strony: 189--197
• Opis fizyczny: Bibliogr. 18 poz., rys., tab.

Twórcy

autor

Machelski C.

• Wroclaw University of Technology

autor

Tomala P.

• ViaCon Polska Sp. z o.o.

autor

Kunecki B.

• ViaCon Polska Sp. z o.o.

autor

Korusiewicz L.

• Wroclaw University of Technology

autor

Williams K.

• Atlantic Industries Limited, Ayr, Ontario, Canada, NOB 1E0.

autor

El-Sharnouby M. M.

• Atlantic Industries Limited, Ayr, Ontario, Canada, NOB 1E0.

Bibliografia

• 1. Janusz, L., Madaj, A., 2007. Obiekty inżynierskie z blach falistych. Projektowanie i wykonawstwo, Warszawa: Wydawnictwa Komunikacji i Łączności.
• 2. EN 1991-2 EuroCode 1 Eurocode I: Actions on structures - Part 2: Traffic loads on Bridges.
• 3. B. Kunecki: “The project of displacements and strains control of the arch structure made of corrugated profile type UltraCor 500x237mm”, Rydzyna, June, 2016.
• 4. G. Grzadziela, P. Seroka: „Displacements measurment of the arch structure made of corrugated profile type UltraCor 500x237mm/ Obiekt WD10/DK 16”, Ostróda, October, 2016.
• 5. L. Pettersson, H. Sundquist; Design of steel composit Bridges TR1TA-BKN Report 112 4-th Edition 2010.
• 6. ASTM A796/A796M-15A (2015). Standard practice of structural design of corrugated steel pipe, pipe-arches and arches for storm and sanitary sewers and other buried application. American society of testing and materials. West Conshohocken, PA, USA.
• 7. ASTM D1557-12el (2015). D1557-12el Standard test methods for laboratory compaction characteristics of soil using modified effort. American society of testing and materials. West Conshohocken, PA, USA.
• 8. ASTM D2487-11 (2015). Standard practice for classification of soil for engineering purposes (Unified soil classification system). American society of testing and materials. West Conshohocken, PA, USA.
• 9. CAN/CSA-S6-14 Canadian Highway Bridge Besign Code Canadian Standard Association. 2014. Canadian Standard Association. Mississauga, ON, Canada.
• 10. CAN/CSA-G401-14. Corrugated steel pipe products Canadian Standard Association. 2014.. Canadian Standard Association. Mississauga, ON, Canada.
• 11. Choi, D.-H, Kim, G.-N and Byrne, P. (2004). Evaluation of the moment equation in the 2000 Canadian highway bridge design code for soil-metal arch structures. Canadian journal of civil engineering. 31: 281-291.
• 12. Duncan, J. (1978). Soil culvert interaction method for design of metal culverts. Transportation research record 678. Transportation research board, National research council. Washington, DC, USA.
• 13. B. Kunecki, “Field Test and Three-Dimensional Numerical Analysis of The Soil-Steel Tunnel During Backfilling”. Transportation Research Record: Journal of the Transportation Research Board, No. 2462 (Soil Mechanics), Transportation Research Board of the National Academies, Washington, D.C., 2014.
• 14. Transportation Research Board Committees AFF70 and AFS40. (2013). Advantages to Culvert Selection for River and Road Crossings. Transportation Research Board 92nd Annual Meeting. Washington, D.C.: Transportation Research Board.
• 15. B. Kunecki, L. Korusiewicz:“Field tests of large-span metal arch culvert during backfilling”. Quarterly journal: “Roads and Bridges - Drogi i Mosty” 12 pp. 283 -295, Road and Bridge Research Institute, Warsaw, (2013).
• 16. Vallee, J.H.F 2015. Investigation of increased wall stiffness on load effect equations for soil metal structures. Master of applied science these. Dalhousie University, NS, Canada.
• 17. Vallee, J., Newhook, J.P. and Ford, W. 2014. Construction and Monitoring of Soil-Steel Bridge with Deeper Corrugated Plates. Proceedings of 9th International Conference on Short and Medium Span Bridges Calgary, Alberta, Canada, July 15-18, 2014. Paper 466.
• 18. Williams, K., MacKinnon, S. and Newhook, J. (2012). New and innovative developments for design and installation of deep corrugated flexible steels structures. The 2nd European conference on buried flexible structures. Poznan, Poland.

Uwagi

Opracowanie ze środków MNiSW w ramach umowy 812/P-DUN/2016 na działalność upowszechniającą naukę (zadania 2017).