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Behaviour of soil-steel composite bridge with various cover depths under seismic excitation

  • Maleska, Tomasz (Faculty of Civil Engineering and Architecture, Opole University of Technology) ;
  • Beben, Damian (Faculty of Civil Engineering and Architecture, Opole University of Technology)
  • 투고 : 2020.02.27
  • 심사 : 2022.03.17
  • 발행 : 2022.03.25

초록

The design codes and calculation methods related to soil-steel composite bridges and culverts only specify the minimum soil cover depth. This value is connected with the bridge span and shell height. In the case of static and dynamic loads (like passing vehicles), such approach seems to be quite reasonable. However, it is important to know how the soil cover depth affects the behaviour of soil-steel composite bridges under seismic excitation. This paper presents the results of a numerical study of soil-steel bridges with different soil cover depths (1.00, 2.00, 2.40, 3.00, 4.00, 5.00, 6.00 and 7.00 m) under seismic excitation. In addition, the same soil cover depths with different boundary conditions of the soil-steel bridge were analysed. The analysed bridge has two closed pipe-arches in its cross section. The load-carrying structure was constructed as two shells assembled from corrugated steel plate sheets, designed with a depth of 0.05 m, pitch of 0.15 m, and plate thickness of 0.003 m. The shell span is 4.40 m, and the shell height is 2.80 m. Numerical analysis was conducted using the DIANA programme based on the finite element method. A nonlinear model with El Centro records and the time history method was used to analyse the problem.

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참고문헌

  1. AASHTO (2017), Bridge LRFD Design Specifications. American Association of State Highway and Transportation Officials; Washington, DC, U.S.A.
  2. Acharya, R., Han, J., Parsons, R.L and Brennan, J.J. (2016), "Field testing and numerical modelling of a low-fill box culvert under a flexible pavement subjected to traffic loading", J. Geomech. Eng., 11(5), 625-638. https://doi.org/10.12989/gae.2016.11.5.625.
  3. Abuhajar, O., El Naggar, H. and Newson, T. (2015a), "Seismic soil-culvert interaction", J. Can. Geotech., 52, 1649-1667. https://doi.org/10.1139/cgj-2014-0494.
  4. Abuhajar, O., El Naggar, H. and Newson, T. (2015b) "Static soil culvert interaction the effect of box culvert geometric configurations and soil properties", Comput. Geotech., 69, 219-235, https://doi.org/10.1016/j.compgeo.2015.05.005.
  5. Abuhajar, O., El Naggar, H. and Newson T. (2015c) "Experimental and numerical investigations of the effect of buried box culverts on earthquake excitation", Soil Dyn. Earthq. Eng., 79, 130-148, https://doi.org/10.1016/j.soildyn.2015.07.015.
  6. Beben, D. (2012), "Numerical study of performance of soil-steel bridge during soil backfilling", Struct. Eng. Mech., 42(4), 571-587. https://doi.org/10.12989/sem.2012.42.4.571.
  7. Beben, D. (2013a), "Field performance of corrugated steel plate road culvert under normal live load conditions", J. Perform. Constr. Facil., 27(6), 807-817. https://doi.org/10.1061/(ASCE)CF.1943-5509.0000389.
  8. Beben, D. (2013b), "Experimental study on dynamic impacts of service train loads on a corrugated steel plate culvert", J. Bridge Eng., 18(4), https://doi.org/10.1061/(ASCE)BE.1943-5592.0000395.
  9. Beben, D. (2020), Soil-Steel Bridges. Design, Maintenance and Durability, Springer, Cham, Switzerland.
  10. Beben, D. and Stryczek, A. (2016), "Numerical analysis of corrugated steel plate bridge with reinforced concrete relieving slab", J. Civil Eng. Manag., 22(5), 585-596. https://doi.org/10.3846/13923730.2014.914092.
  11. Beben, D. and Manko, Z. (2010), "Dynamic testing of soil-steel bridge", Struct. Eng. Mech., 5(3), 301-314. https://doi.org/10.12989/sem.2010.35.3.301.
  12. Beben, D. and Wrzeciono, M. (2017), "Numerical analysis of steel-soil composite (SSC) culvert under static loads", Steel Comp. Struct., 23(6), 715-726. https://doi.org/10.12989/scs.2017.23.6.715.
  13. Bi, K. and Hao, H. (2012), "Influence of ground motion spatial variations and local soil conditions on the seismic response of buried segmented pipelines", Struct. Eng. Mech., 44(5), 663-680. https://doi.org/10.12989/sem.2012.44.5.663.
  14. Brachman, R.W.I., Elshimi, T.M., Mak, A.C. and Moore, I.D. (2012), "Testing and analysis of a deep-corrugated large-span box culvert prior to burial", J. Bridge Eng., 17, 81-88. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000202.
  15. CEN, EN 1998-2. Eurocode 8 (2005), Actions Design of structures for earthquake resistance-Part 2: Bridges. European Committee for Standardization, Brussels, Belgium.
  16. CSA Canadian Standards Association (2017), Canadian Highway Bridge Design Code S6-14, CSA Canadian Standards Association; Canada.
  17. Duncan, J.M. and Chang, C.Y. (1970), "Nonlinear analysis of stress and strain in soils", J. Soil Mech. Found. Div., 96(SM5), 1629-1653. https://doi.org/10.1061/JSFEAQ.0001458
  18. Davis, C.A. and Bardet, J.P. (2000), "Responses of buried corrugated metal pipes to earthquakes", J. Geotech. Geoenviron. Eng., 126(1), 28-39. https://doi.org/10.1061/(ASCE)1090-0241(2000)126:1(28).
  19. DIANA FEA (2019), http:www.dianafea.com/.
  20. Embaby, K., El Naggar, H.M. and El Sharnouby, M. (2021). "Response evaluation of large-span ultradeep soil-steel bridges to truck loading", Int. J. Geomech., 21. https://doi.org/10.1061/(ASCE)GM.1943-5622.0002159.
  21. Fairless, G.J. and Kirkaldie, D. (2008), Earthquake Performance of Long-Span Arch Culverts, Report 366, NZ Transport Agency Research.
  22. Far, N.E., Maleki, S. and Barghian, M. (2015), "Design of integral abutment bridges for combined thermal and seismic loads", J. Earthq. Struct., 9(2), 415-430. https://doi.org/10.12989/eas.2015.9.2.415.
  23. Ferreira, D. (2017), DIANA FEA. Release Notes release 10.2, DIANA FEA bv. Delf, Netherlands.
  24. Ferreira, D. (2019), DIANA FEA. Release Notes release 10.3, DIANA FEA bv. Delf, Netherlands.
  25. Flener, B.E. and Karoumi, R. (2009), "Dynamic testing of a soil-steel composite railway bridge", Eng. Struct., 31(12), 2803-2811. https://doi.org/10.1016/j.engstruct.2009.07.028.
  26. Hoomaan, E. and Morteza, E. (2019) "Numerical seismic analysis of railway soil-steel bridges", eprint arXiv:1901.00940, 2019arXiv190100940H.
  27. Katona, M.G. (2010), "Seismic design and analysis of buried culverts and structures", J. Pipeline Syst. Eng. Practice, 1(3), 111-119. https://doi.org/10.1061/(ASCE)PS.1949-1204.0000057.
  28. Kim, W., Jeong, Y. and Lee, J.A. (2018), "A design approach of integral-abutment steel girder bridges for maintenance", Steel Comp. Struct., 26(2), 227-239. https://doi.org/10.12989/scs.2018.26.2.227.
  29. Maleska, T, (2020), Effect of the Seismic Excitations on the Soil-Steel Bridges, Ph.D. Dissertation, Opole University of Technology, Opole.
  30. Maleska, T. and Beben, D. (2019), "Numerical analysis of a soil-steel bridge during backfilling using various shell models", Eng. Struct., 196, 1-12. https://doi.org/10.1016/j.engstruct.2019.109358.
  31. Maleska, T. and Beben, D. (2018), "The impact of backfill quality on soil-steel composite bridge response under seismic excitation", 9th International Symposium on Steel Bridges, Praha, September.
  32. Maleska, T. and Beben, D. (2019), "Seismic analysis of the soil-steel bridge with various soil cover height", 7th International Conference on Earthquake Geotechnical Engineering, Rome, June.
  33. Maleska, T., Nowacka, J. and Beben, D. (2019), "Application of EPS geofoam to a soil-steel bridge to reduce seismic excitations", Geosci. 9(10), 1-17. https://doi.org/10.3390/geosciences9100448.
  34. Maleska, T., Beben, D. and Nowacka, J. (2021). "Seismic vulnerability of a soil-steel composite tunnel - Norway Tolpinrud Railway Tunnel Case Study", Tunn. Undergr. Space Technol. 110, 1-18. https://doi.org/10.1016/j.tust.2020.103808.
  35. Maleska, T., Bonkowski, P., Beben, D. and Zembaty, Z. (2017), "Transverse and longitudinal seismic effects on soil-steel bridges", Eighth European Workshop on the Seismic Behaviour of Irregular and Complex Structures, Bucharest, October.
  36. Mohamedzein, Y.E.A. and Chameau, J.L. (1997), "Elastic plastic finite element analysis of soil-culvert interaction", J. Sudan Eng. Soc., 43(34), 16-29.
  37. Rafiee, R., Fakoor, M. and Hesamsadat, H. (2015), "The influence of production inconsistencies on the functional failure of GRP pipes", Steel Comp. Struct., 19(6), 1369-1379. https://doi.org/10.12989/scs.2015.19.6.1369.
  38. Rafiee, R. and Sharifi, P. (2019), "Stochastic failure analysis of composite pipes subjected to random excitation", Constr. Build. Mater., 224, 950-961. https://doi.org/10.1016/j.conbuildmat.2019.07.107.
  39. Sawamura, Y., Kishida, K. and Kimura, M. (2015), "Experimental study on seismic resistance of a two-hinge precast arch culvert using strong earthquake response simulator", J. Japanese Geotech. Soc. Spec. Pub. 2(48), 1684-1687. https://doi.org/10.3208/jgssp.JPN-103.
  40. Sezen, H., Yeau, K.Y. and Fox, P.J. (2008), "In-situ load testing of corrugated steel pipe-arch culverts", J. Perform. Constr. Facil., 22(4). https://doi.org/10.1061/(ASCE)0887-3828(2008)22:4(245).
  41. Toh, W., Tan, L.B., Tse, K.M., Raju, K., Lee, H.P. and Tan, V.B.C. (2018), "Numerical evaluation of buried composite and steel pipe structures under the effects of gravity", Steel Comp. Struct., 26(1), 55-66. https://doi.org/10.12989/scs.2018.26.1.055.
  42. Yeau, K.Y., Sezen, H. and Fox, J.P. (2014), "Simulation of behavior of in-service metal culvert", J. Pipeline Syst. Eng. Practice, 5(4). https://doi.org/10.1061/(ASCE)PS.1949-1204.0000158.
  43. Wadi, A., Pettersson, L. and Karoumi, R. (2018), "FEM simulation of a full-scale loading-to-failure test of a corrugated steel culvert", Steel Comp. Struct., 27(2), 217-227. https://doi.org/10.12989/scs.2018.27.2.217.
  44. Wysokowski, A. (2021), "Influence of single-layer geotextile reinforcement on load capacity of buried steel box structure based on laboratory full-scale tests", Thin-Walled Struct. 159, 1-7. https://doi.org/10.1016/j.tws.2020.107312.