Study of displacements of a bridge abutment using FEM

• Autorzy: Wymysłowski M. , Kurałowicz Z.

Identyfikatory

DOI

10.1515/sgem-2016-0020

• Języki publikacji: EN

Abstrakty

EN

Study of displacements of a bridge abutment using FEMpotential to increase foundation bearing capacity and reduce displacements; but their presence is not usually taken into account in foundation design. In this article, the results of finite element analysis of a typical abutment foundation, with and without cover of sheet piles, are presented to demonstrate these effects. The structure described is located over the Więceminka river in the town of Kołobrzeg, Poland. It is a single-span road bridge with reinforced concrete slab.

Słowa kluczowe

EN

bridge abutment; sheet piling; shallow foundation; displacements of the bridge abutment; deformation of subsoil; finite element method

• Wydawca: De Gruyter
• Czasopismo: Studia Geotechnica et Mechanica
• Rocznik: 2016
• Tom: Vol. 38, nr 2
• Strony: 61--70
• Opis fizyczny: Bibliogr. 12 poz., tab., rys.

Twórcy

autor

Wymysłowski M.

• Gdańsk University of Technology, Faculty of Civil and Environmental Engineering, Gdańsk, Poland,

autor

Kurałowicz Z.

• Gdańsk University of Technology, Faculty of Civil and Environmental Engineering, Gdańsk, Poland,

Bibliografia

• [1] GEO5 v16 (GEO FEM) (2013) [computer software]: Fine spol. s r. o.
• [2] HIGUCHI S., NISHIOKA H., TANAKA K., KODA M., HIRAO J., TSUJI N., TATEYAMA M., MATSUDA T., Development of the sheet-pile foundation; A new seismic resistant foundation, The 14-th World Conference on Earthquake Engineering, Beijing, China, October 12–17, 2008.
• [3] JAROMINIAK A., Progress in the foundations of bridges, Geoengineering roads bridges tunnels, 2011, (30)1, 14–33.
• [4] MADAJ A., WOŁOWICKI W., Podstawy projektowania budowli mostowych, Transport and Communication Publishers, Warsaw 2009.
• [5] MALÝ V., REMEŠ M., Structural design for the protection of Pier foundations, 2004/2005, http://www.foundationworld.org.uk/ pdf/charles_bridge_2.pdf.
• [6] NISHIOKA H., KODA M., HIRAO J., HIGUCHI S., Development of Sheet–Pile Foundation that Combines Footing with Sheet Piles, Railway Technical Research Institute, Tokyo, Japan, Quarterly Report, 2008, Vol. 49, No. 2, 73–78.
• [7] PUNRATTANASIN P., The Capacity of Sheet Pile Foundation under Eccentric Loading, Proceedings of the Eighteenth International Offshore and Polar Engineering Conference, Vancouver, BC, Canada, July 6–11, 2008, 682–689.
• [8] ŠEJNOHA M., ZEMAN J., JANDA T., LORENC P., LAURIN J., BUREŠ P., DLASK P., PRUŠKA J., SMRŽ O., STARŶ J., VANĚČKOVĂ V., (2013).
• [9] User Guide for geotechnical software by Fine spol. s r. o. (2013). GEO5 v16 (GEO FEM). Czech Republic.
• [10] WYMYSŁOWSKI M., Influence of the cover around foundation on displacement of the bridge abutment, [in:] Archives of Geomatics, Z. Kurałowicz (ed.), The engineering surveys. Measurements and calculations, buildings displacements and surveying services, University of Technology – Faculty of Civil and Environmental Engineering, Gdańsk, Poland, 2013, 51–70.
• [11] WYMYSŁOWSKI M., KURAŁOWICZ Z., Analysis of displacements of the bridge abutment on the shallow foundation with the cover of sheet piling, Marine and Geotechnical Engineering, 2/2014, 129–139.
• [12] WYMYSŁOWSKI M., KURAŁOWICZ Z., Displacement of the bridge supports on the foundations covered by sheet piling, [in:] A. Plichta, I. Wyczałek (eds.), The engineering application of geodesy, Poznań University of Technology, Poznań, Poland, 2012, 131–140.

Uwagi

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