Structural Engineering and Mechanics

  • 제42권4호
  • /
  • Pages.571-587
  • /
  • 2012
  • /
  • 1225-4568(pISSN)
  • /
  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Numerical study of performance of soil-steel bridge during soil backfilling

  • Beben, Damian (Faculty of Civil Engineering, Opole University of Technology)
  • 투고 : 2010.11.16
  • 심사 : 2012.04.24
  • 발행 : 2012.05.25
⟨ 이전 논문 다음 논문 ⟩

초록

This paper presents results of a numerical analysis performed on a corrugated steel plate (CSP) bridge during a backfilling process. The analysed bridge structure was a box culvert having a span of 12315 mm as well as a clear height of 3550 mm. Obtained calculation results were compared with the experimental ones. The paper is presented with the application of the Fast Lagrangian Analysis of Continua (FLAC) program based on the finite differences method (FDM) to determine behaviour of the soil-steel bridge structure during backfilling. The assumptions of a computational 2D model of soil-steel structure with a non-linear interface layer are described. Parametric analysis of the interface element is also given in order to receive the most realistic calculation results. The method based on this computational model may be used with large success to design calculations of this specific type of structure instead of the conventional and fairly inaccurate analytical methods. The conclusions drawn from such analysis can be helpful mostly for the assessment of the behaviour of steel-soil bridge structures under loads of backfilling. In consideration of an even more frequent application of this type of structure, conclusions from the conducted analysis can be generalized to a whole class of similar structural bridge solutions.

키워드

참고문헌

  1. AASHTO (2002), Standard Specifications for Highway Bridges, American Association of State Highway and Transportation Officials, New York
  2. Arockiasamy, M., Chaallal, O. and Limpeteeprakarn, T. (2006), "Full-scale field tests on flexible pipes under live load application", J. Perf. Constr. Fac., 20(1), 21-27. https://doi.org/10.1061/(ASCE)0887-3828(2006)20:1(21)
  3. Beben, D. (2005), "Soil-structure interaction in bridges made from steel corrugated plates", Ph.D. Thesis, Opole University of Technology, Opole, Poland.
  4. Beben, D. (2009), "Numerical analysis of a soil-steel bridge structure", Baltic J. Road and Bridge Eng., 4(1), 13- 21. https://doi.org/10.3846/1822-427X.2009.4.13-21
  5. Beben, D. and Manko, Z. (2010), "Dynamic testing of a soil-steel bridge", Struct. Eng. Mech., 35(3), 301-314. https://doi.org/10.12989/sem.2010.35.3.301
  6. Cundall, P.A. and Hart, R.D. (1992), "Numerical modeling of discontinua", Eng. Comput., 9(2), 101-113. https://doi.org/10.1108/eb023851
  7. Dancygier, A.N. and Karinski, Y.S. (2000), "A model to analyze a buried structure response to surface dynamic loading", Struct. Eng. Mech., 9(1), 69-88. https://doi.org/10.12989/sem.2000.9.1.069
  8. 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.
  9. El-Sawy, K.M. (2003), "Three-dimensional modeling of soil-steel culverts under the effect of truckloads", Thin Wall. Struct., 41(8), 747-768. https://doi.org/10.1016/S0263-8231(03)00022-3
  10. Flener, E.B. (2010), "Soil-steel interaction of long-span box culverts - performance during backfilling", J. Geotech. Geoenvir. Eng., 136(6), 823-832. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000287
  11. Flener, E.B. 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
  12. Flener, E.B., Karoumi, R. and Sundquist, H. (2005), "Field testing of a long-span arch steel culvert during backfilling and in service", Struct. Infrastruct. Eng., 1(3), 181-188. https://doi.org/10.1080/00222930500030929
  13. Hernandez-Montes, E., Aschheim, M., and Gil-Martin, L.M. (2005), "The buried arch structural system for underground structures", Struct. Eng. Mech., 20(1), 69-83. https://doi.org/10.12989/sem.2005.20.1.069
  14. Hu, L. and Pu, J.L. (2003), "Application of damage model for soil-structure interface", Comput. Geotech., 30(2), 165-183. https://doi.org/10.1016/S0266-352X(02)00059-9
  15. Kang, J., Parker, F. and Yoo, Ch. (2008), "Soil-structure interaction for deeply buried corrugated steel pipes. Part I: Embankment installation", Eng. Struct., 30(2), 384-392. https://doi.org/10.1016/j.engstruct.2007.04.014
  16. Karinski, Y.S., Yankelevsky, D.Z. and Antes, M.Y. (2009), "Stresses around an underground opening with sharp corners due to non-symmetrical surface load", Struct. Eng. Mech., 31(6), 679-696. https://doi.org/10.12989/sem.2009.31.6.679
  17. Kim, K. and Yoo, Ch. (2005), "Design loading for deeply buried box culverts", J. Geotech. Geoenvir. Eng., 131(1), 7-20.
  18. Lambe, T.W. (1973), "Predictions in soil engineering", Geotechnigue, 23(2), 149-202.
  19. Ma, G.W., Huang, X. and Li, J.C. (2009), "Damage assessment for buried structures against internal blast load", Struct. Eng. Mech., 32(2), 301-320. https://doi.org/10.12989/sem.2009.32.2.301
  20. Manko, Z. and Beben, D. (2005a), "Research on steel shell of a road bridge made of corrugated plates during backfilling", J. Bridge Eng., 10(5), 592-603. https://doi.org/10.1061/(ASCE)1084-0702(2005)10:5(592)
  21. Manko, Z. and Beben, D. (2005b), "Static load tests of a road bridge with a flexible structure made from Super Cor type steel corrugated plates", J. Bridge Eng., 10(5), 604-621. https://doi.org/10.1061/(ASCE)1084-0702(2005)10:5(604)
  22. Manko, Z. and Beben, D. (2005c), "Tests during three stages of construction of a road bridge with a flexible load-carrying structure made of Super Cor type steel corrugated plates interacting with soil", J. Bridge Eng., 10(5), 570-591. https://doi.org/10.1061/(ASCE)1084-0702(2005)10:5(570)
  23. Manko, Z. and Beben, D. (2008), "Dynamic testing of a corrugated steel arch bridge", Can. J. Civil Eng., 35(3), 246-257. https://doi.org/10.1139/L07-098
  24. McGrath, T.J., Moore, I.D., Selig, E.T., Webb, M.C. and Taleb, B. (2002), "Recommended specifications for large-span culverts," National Cooperative Highway Research Program Report 473, Transportation Research Board, National Research Council, Washington, D.C.
  25. Nagy, N., Mohamed, M. and Boot, J.C. (2010), "Nonlinear numerical modelling for the effects of surface explosions on buried reinforced concrete structures", Geomech. Eng., 2(1), 1-18. https://doi.org/10.12989/gae.2010.2.1.001
  26. Pettersson, L. and Sundquist, H. (2007), Design of Soil Steel Composite Bridges, TRITA-BKN, Third edition, Stockholm.
  27. Rotter, J.M. and Jumikis, P.T. (1998), Non-Linear Strain Displacement Relations for Axi-Symmetric Thin Shell, Research Report R563, School of Civil and Mining Engineering, University of Sydney, New South Wales, Australia.
  28. Sargand, S., Masada, T. and Moreland, A. (2008), "Measured field performance and computer analysis of largediameter multiplate steel pipe culvert installed in Ohio", J. Perf. Constr. Fac., 22(6), 391-397. https://doi.org/10.1061/(ASCE)0887-3828(2008)22:6(391)
  29. Sezen, H., Yeau, K.Y. and Fox, P.J. (2009), "In-situ load testing of corrugated steel pipe-arch culverts", J. Perf. Constr. Fac., 22(4), 245-252.
  30. Vaslestad, J. (1990), "Soil structures interaction of buried culverts", Ph.D. Thesis, Norwegian Institute of Technology, Trondheim, Norway.
  31. Yeau, K.Y., Sezen, H. and Fox, P.J. (2009), "Load performance of in situ corrugated steel highway culverts", J. Perf. Constr. Fac., 23(1), 32-39. https://doi.org/10.1061/(ASCE)0887-3828(2009)23:1(32)
  32. Kunecki, B. (2006), "Full-scale test of corrugated steel culvert and fem analysis with various static systems", Stud. Geotech. Mech., 28(2-4), 39-54.
  33. Machelski, Cz. and Antoniszyn, G. (2004), "Influence of live loads on the soil-steel bridges", Stud. Geotech. Mech., 26(3-4), 91-119.
  34. Machelski, Cz., Antoniszyn, G. and Michalski, B. (2006), "Live load effects on a soil-steel bridge founded on elastic supports", Stud. Geotech. Mech., 28(2-4), 65-82.
  35. Taleb, B. and Moore, I.D. (1999), "Metal culvert response to earth loading. Performance of two-dimensional analysis", Transportation Research Record, No. 1656, J. Transp. Res. Board, 25-36.

피인용 문헌

  1. Field Test of a Large-Span Soil–Steel Bridge Stiffened by Concrete Rings during Backfilling vol.22, pp.10, 2017, https://doi.org/10.1061/(ASCE)BE.1943-5592.0001102
  2. Numerical analysis of corrugated steel plate bridge with reinforced concrete relieving slab vol.22, pp.5, 2016, https://doi.org/10.3846/13923730.2014.914092
  3. Field Performance of Corrugated Steel Plate Road Culvert under Normal Live-Load Conditions vol.27, pp.6, 2013, https://doi.org/10.1061/(ASCE)CF.1943-5509.0000389
  4. Numerical analysis of steel-soil composite (SSC) culvert under static loads vol.23, pp.6, 2012, https://doi.org/10.12989/scs.2017.23.6.715
  5. Analysis and prediction of mechanical characteristics of corrugated plate as primary support in tunnels vol.111, pp.None, 2012, https://doi.org/10.1016/j.tust.2021.103845
  6. Restoration of the Bearing Capacity of Damaged Transport Constructions Made of Corrugated Metal Structures vol.16, pp.2, 2012, https://doi.org/10.7250/bjrbe.2021-16.529