Details
Title
Influence of soil backfill parameters on culvert load capacity with accordance to Eurocodes and Sundquist-Pettersson calculating methodJournal title
Archives of Civil EngineeringYearbook
2021Volume
vol. 67Issue
No 3Affiliation
Bakalarz, Michał : Kielce University of Technology, Faculty of Civil Engineering and Architecture, Al. Tysiąclecia Państwa Polskiego 7, 25-314 Kielce, Poland ; Kossakowski, Paweł : Kielce University of Technology, Faculty of Civil Engineering and Architecture, Al. Tysiąclecia Państwa Polskiego 7, 25-314 Kielce, Poland ; Wciślik, Wiktor : Kielce University of Technology, Faculty of Civil Engineering and Architecture, Al. Tysiąclecia Państwa Polskiego 7, 25-314 Kielce, PolandAuthors
Keywords
corrugated sheet ; road engineering structures ; soil–steel structures ; culvertDivisions of PAS
Nauki TechniczneCoverage
77-91Publisher
WARSAW UNIVERSITY OF TECHNOLOGY FACULTY OF CIVIL ENGINEERING and COMMITTEE FOR CIVIL ENGINEERING POLISH ACADEMY OF SCIENCESBibliography
[1] Cz. Machelski, “Modeling of soil–steel composite bridges” [in Polish], 1nd ed., Dolnośląskie Wydawnictwo Edukacyjne, Wrocław, 2008.
[2] A. Wysokowski and L. Janusz, “Soil steel composite bridges. Laboratory destructive testing. Failures during construction and operation” [in Polish], in Proceedings of Conference XXIII Konferencja Naukowo – Techniczna Awarie Budowlane – 23rd International Conference on Structural Failures, Szczecin-Międzyzdroje, 2007, pp. 541–550.
[3] A. Wysokowski and J. Vaslestadt, “Full scale fatigue testing of large-diameter multi-plate corrugated steel culverts”, Archives of Civil Engineering, vol. 48, no. 1, pp. 31–57, 2002.
[4] A. Wysokowski, J. Vaslestad and A. Pryga, “Fatigue resistance of modern corrugated steel culverts” [in Polish], Konstrukcje Stalowe, no. 5, pp. 45–47, 2000.
[5] A. Wysokowski and J. Howis, “Operational durability of steel soil-shell structures as ecological bridges” [in Polish], in Proceedings of Conference XXVII Konferencja Naukowo – Techniczna Awarie Budowlane – 27th International Conference on Structural Failures, Szczecin-Międzyzdroje, 2017, pp. 879–890.
[6] D. Bęben, “Soil-steel bridge structures design problems and construction faults” [in Polish], Drogownictwo, no. 3, pp. 74–79, 2013.
[7] Cz. Machelski, L. Korusiewicz, “Deformation of buried corrugated metal box structure under railway load”, Roads and Bridges – Drogi i Mosty, vol. 16, no. 3: pp. 191–201, 2017. https://doi.org/10.7409/rabdim.017.013
[8] Cz. Machelski, “Steel plate curvatures of soil-steel structures during construction and exploitation”, Roads and Bridges – Drogi i Mosty, vol. 15, no. 3, pp. 207–220, 2016. https://doi.org/10.7409/rabdim.016.013
[9] L. Korusiewicz, “Verification of the method of estimating bending moments in soil-shell structures on the basis of shell deformation”, Roads and Bridges – Drogi i Mosty, vol. 15, no. 3, pp. 221–230, 2016. https://doi.org/10.7409/rabdim.016.014
[10] J. Howis and A. Wysokowski, “Culverts in the communication infrastructure – part 9. Methods for calculating culverts – part III. New calculation methods" [in Polish], Nowoczesne Budownictwo Inżynieryjne, no. 5, pp. 72–81, 2010.
[11] L. Pettersson and H. Sundquist, “Design of soil steel composite bridges”, Trita-BKN, Report 112, 5th Edition, Royal Institute of Technology, Department of Structural Design and Bridges, Stockholm, Sweden, 2014.
[12] PN-EN 1997-1:2008. Projektowanie geotechniczne. Część 1: Zasady ogólne.
[13] PN-EN 1997-2:2009. Projektowanie geotechniczne. Część 2: Rozpoznanie i badanie podłoża gruntowego.
[14] L. Janusz and A. Madaj, “Engineering objects made of corrugated sheets. Design and construction” [in Polish], 1nd ed., Wydawnictwo Komunikacji i Łączności, Warszawa, 2007.
[15] W. Rowińska, A. Wysokowski and A. Pryga, “Design and technological recommendations for engineering structures made of corrugated sheets” [in Polish], 1nd ed., Generalna Dyrekcja Dróg Krajowych i Autostrad, IBDiM, Żmigród, 2004.
[16] D. Bęben, “Soil-steel bridges. Design, maintenance and durability”, 1nd ed., Springer, Cham, 2020.
[17] A. Wysokowski and J. Howis, “Culverts in the communication infrastructure – part 1” [in Polish], Nowoczesne Budownictwo Inżynieryjne, no. 2, pp. 52–56, 2008.
[18] L. Pettersson, “Full scale tests and structural evaluation of soil steel flexible culverts with low height of cover”, PhD Thesis, Royal Institute of Technology, Department of Structural Design and Bridges, Stockholm, Sweden, 2007.
[19] PN-EN 1993-1-1:2006. Projektowanie konstrukcji stalowych. Część 1–1: Reguły ogólne i reguły dla budynków.
[20] L. Pettersson, “Design of soil steel composite bridges according to the Eurocode”, Archives of Institute of Civil Engineering, no. 12, pp. 21–25, 2012.
[21] PN-EN 1993-1-8:2008. Projektowanie konstrukcji stalowych. Część 1–8: Projektowanie węzłów.
[22] PN-EN 1991-2:2007. Oddziaływania na konstrukcje. Część 2: Obciążenia ruchome mostów.
[23] PN-EN 1993-1-9:2008. Projektowanie konstrukcji stalowych. Część 1–9: Zmęczenie.
[24] PN-EN 1993-2:2007. Projektowanie konstrukcji stalowych. Część 2: Mosty stalowe.
[25] www.viacon.pl (access: November 6, 2020).
[26] PN-EN 1990:2004. Podstawy projektowania konstrukcji.
[27] P. G. Kossakowski, “Fatigue Strength of an Over One Hundred Year Old Railway Bridge”, Baltic Journal of Road and Bridge Engineering, vol. 8, no. 3, pp. 166–173, 2013. https://doi.org/10.3846/bjrbe.2013.21
[28] P. G. Kossakowski, “Influence of Initial Porosity on Strength Properties of S235JR Steel at Low Stress Triaxiality”, Archives of Civil Engineering, vol. 58, no. 3, pp. 293–308, 2021. https://doi.org/10.2478/v.10169-012-0017-9
[29] P. G. Kossakowski, “Experimental Determination of the Void Volume Fraction For S235JR Steel at Failure in the Range of High Stress Triaxialities”, Archives of Metallurgy and Materials, vol. 62, no. 1, pp. 167–172, 2017. https://doi.org/10.1515/amm-2017-0023
[30] P. G. Kossakowski, “Analysis of the Void Volume Fraction For S235JR Steel at Failure for Low Initial Stress Triaxiality”, Archives of Civil Engineering, vol. 64, no. 1, pp. 101–115, 2018. https://doi.org/10.2478/ace-2018-0007
[31] P. G. Kossakowski, “Application of Damage Mechanics for Prediction of Failure of Structural Materials and Elements”, DEStech Transactions on Computer Science and Engineering, pp. 62–72, 2020. https://doi.org/10.12783/dtcse/msam2020/34228
[32] E. Bernatowska, “Numerical Simulations of Ductile Fracture in Steel Angle Tension Members Connected with Bolts”, Civil and Environmental Engineering Reports, vol. 30, no. 2, pp. 32–54, 2020. https://doi.org/10.2478/ceer-2020-0018