Geomechanics and Engineering

Techno-Press (테크노프레스)
권호 표지
DOI QR코드

DOI QR Code

Behavior of integral abutment bridge with partially protruded piles

  • Park, Min-Cheol (Department of Civil Engineering, Kumoh National Institute of Technology) ;
  • Nam, Moon S. (Structure Research Division, Research Institute of Korea Expressway Corporation)
  • Received : 2017.01.04
  • Accepted : 2018.01.01
  • Published : 2018.04.30
⟨ Previous Next ⟩

Abstract

This study presents structural and parametric analyses on the behavior of an integrated and pile-bent abutment with mechanically stabilized earth wall (IPM) bridge. The IPM bridge is an integral abutment bridge (IAB) with partially protruded piles, which excludes earth pressure by means of a mechanically stabilized earth wall developed by the authors. The results of the analysis indicate that the IPM bridge, as any other IAB, is influenced to a large extent by temperature and time-dependent loads. When these loads are applied, the stress on a pile in the IPM bridge decreases as the displacement of the pile top increases, because the piles protrude from the ground surface and no soil reaction is generated on the protruded pile. Because the length of an IAB is restricted by the forces acting on its piles, the IPM bridge is an effective alternative to extend its length.

Keywords

References

  1. AASHTO (2002), Standard Specifications for Highway Bridges, American Association of State Highway & Transportation Officials, Washington, D.C., U.S.A.
  2. AASHTO (2012), AASHTO LRFD Bridge Design Specifications, American Association of State Highway and Transportation Officials, Washington, D.C., U.S.A.
  3. Ahn, J.H., Yoon, J.H., Kim, S.H. and Kim, J.H. (2010), "Evaluation on behavior characteristics of PSC integral abutment bridge", J. Kor. Soc. Civ. Eng., 30(4A), 361-373.
  4. Albhaisi, S. and Nassif, H. (2016), "Correlation between 2D and 3D analysis of integral abutment bridges", Proceedings of the Transportation Research Board 95th Annual Meeting, Washington, D.C., U.S.A., January.
  5. Arsoy, S., Barker, R.M. and Duncan, J.M. (2002), "Experimental and analytical investigations of piles and abutments of integral bridges", Virginia Department of Transportation, Virginia Polytechnic Institute and State University, Blacksburg, Virginia, U.S.A.
  6. Arsoy, S., Duncan, J.M. and Barker, R.M. (2004), "Behavior of a semiintegral bridge abutment under static and temperatureinduced cyclic loading", J. Bridge Eng., 9(2), 193-199. https://doi.org/10.1061/(ASCE)1084-0702(2004)9:2(193)
  7. ASTM (1994), Standard Test Method for Bearing Capacity of Soil for Static Load and Spread Footings, ASTM International, West Conshohochen, Pennsylvania, U.S.A.
  8. Brena, S.F., Bonczar, C.H., Civjan, S.A., DeJong, J.T. and Crovo, D.S. (2007), "Evaluation of seasonal and yearly behavior of an integral abutment bridge", J. Bridge Eng., 12(3), 296-305. https://doi.org/10.1061/(ASCE)1084-0702(2007)12:3(296)
  9. CEB-FIP (1990), Model Code 1990, Bulletin d'Information, Thomas Telford House, Lausanne, Switzerland.
  10. Civjan, S.A., Bonczar, C., Brena, S.F., DeJong, J. and Crovo, D. (2007), "Integral abutment bridge behavior: Parametric analysis of a Massachusetts bridge", J. Bridge Eng., 12(1), 64-71. https://doi.org/10.1061/(ASCE)1084-0702(2007)12:1(64)
  11. Dicleli, M. (2000), "A rational design approach for prestressedconcrete-girder integral bridges", Eng. Struct., 22(3), 230-245. https://doi.org/10.1016/S0141-0296(98)00080-7
  12. Dicleli, M. and Albhaisi, S.M. (2003), "Maximum length of integral bridges supported on steel H-piles driven in sand", Eng. Struct., 25(12), 1491-1504. https://doi.org/10.1016/S0141-0296(03)00116-0
  13. Dicleli, M. and Albhaisi, S.M. (2004), "Effect of cyclic thermal loading on the performance of steel H-piles in integral bridges with stub-abutments", J. Construct. Steel Res., 60(2), 161-182. https://doi.org/10.1016/j.jcsr.2003.09.003
  14. Dicleli, M. and Erhan, S. (2008), "Effect of soil and substructure properties on live-load distribution in integral abutment bridges", J. Bridge Eng., 13(5), 527-539. https://doi.org/10.1061/(ASCE)1084-0702(2008)13:5(527)
  15. Dicleli, M. and Erhan, S. (2010), "Effect of soil-bridge interaction on the magnitude of internal forces in integral abutment bridge components due to live load effects", Eng. Struct., 32(1), 129-145. https://doi.org/10.1016/j.engstruct.2009.09.001
  16. Dicleli, M. and Erhan, S. (2015), Low Cycle Fatigue Effects in Integral Bridge Steel H-Piles Under Earthquake Induced Strain Reversals, in Advances in Structural Engineering, Springer, New Delhi, India. 2505-2512.
  17. Dunham, J.W. (1954), "Pile foundations for buildings", Proc. Am. Soc. Civ. Eng., 1-21.
  18. Feldmann, M., Naumes, J., Pak, D., Veljkovic, M., Nilsson, M., Eriksen, J., Collin, P., Kerokoski, O., Petursson, H. and Verstraete, M. (2010), Economic and Durable Design of Composite Bridges with Integral Abutments, Publication Office of the European Union.
  19. Fennema, J.L., Laman, J.A. and Linzell, D.G. (2005), "Predicted and measured response of an integral abutment bridge", J. Bridge Eng., 10(6), 666-677. https://doi.org/10.1061/(ASCE)1084-0702(2005)10:6(666)
  20. Karalar, M. and Dicleli, M. (2016), "Effect of thermal induced flexural strain cycles on the low cycle fatigue performance of integral bridge steel H-piles", Eng. Struct., 124, 388-404. https://doi.org/10.1016/j.engstruct.2016.06.031
  21. KEC (2012), Expressway Construction Guide Specification, Korea Expressway Corperation, Hwaseong, Korea (in Korean).
  22. KEC (2016), IPM Bridge Design Guidelines, Korea Expressway Corperation, Hwaseong, Korea (in Korean).
  23. KECRI (2009), Integral Bridge Design Guidelines, Korea Expressway Corperation Research Institute, Hwsaseong, Korea, 1-59 (in Korean).
  24. KGS (2009), Structure Foundation Design Standards Specification, Korean Geotechnical Society, Seoul, Korea (in Korean).
  25. Kim, S.H., Yoon, J.H., Ahn, J.H. and Lee, S.W. (2009), "Experimental study on behaviors of pile-abutment joint in integral abutment bridge", J. Kor. Soc. Civ. Eng., 29(6A), 651-659.
  26. Kim, S.H., Yoon, J.H., Kim, J.H., Choi, W.J. and Ahn, J.H. (2012), "Structural details of steel girder-abutment joints in integral bridges: An experimental study", J. Construct. Steel Res., 70, 190-212. https://doi.org/10.1016/j.jcsr.2011.07.009
  27. Kim, W.S. and Laman, J.A. (2010), "Integral abutment bridge response under thermal loading", Eng. Struct., 32(6), 1495-1508. https://doi.org/10.1016/j.engstruct.2010.01.004
  28. Kim, W.S. and Laman, J.A. (2013), "Integral abutment bridge behavior under uncertain thermal and time-dependent load", Struct. Eng. Mech., 46(1), 53-73. https://doi.org/10.12989/sem.2013.46.1.053
  29. KRA (2012), Bridge Design Specifications, Korea Road Association, Seoul, Korea (in Korean).
  30. LaFave, J.M., Riddle, J.K., Jarrett, M.W., Wright, B.A., Svatora, J.S., An, H. and Fahnestock, L.A. (2016), "Numerical simulations of steel integral abutment bridges under thermal loading", J. Bridge Eng., 21(10), 1-17.
  31. Lemnitzer, A., Ahlberg, E.R., Nigbor, R.L., Shamsabadi, A., Wallace, J.W. and Stewart, J.P. (2009), "Lateral performance of full-scale bridge abutment wall with granular backfill", J. Geotech. Geoenviron. Eng., 135(4), 506-514. https://doi.org/10.1061/(ASCE)1090-0241(2009)135:4(506)
  32. MIDAS, I.T. (2012), Midas Civil 2012 User Manual, MIDAS Information Technology Co., Ltd. (in Koream).
  33. MLTMA (2008), Korea Bridge Design Code, Ministry of Land, Transport and Maritime Affairs, Seoul, Korea (in Korean).
  34. MLTMA (2012), Korea Bridge Design Code (Limit State Design), Ministry of Land, Transport and Maritime Affairs, Seoul, Korea (in Korean).
  35. Nam, M.S. and Park, Y.H. (2007), "Long-term behavior of Earth pressure on integral abutments", J. Kor. Geotech. Soc., 23(4), 47-58.
  36. Nam, M.S., Do, J.N., Kim, T.S., Park, Y.H. and Kim, H.J. (2016), Development of IPM Bridge, Korea Expressway Corperation Research Institute, Hwaseong, Korea (in Korean).
  37. Olson, S.M., Holloway, K.P., Buenker, J.M., Long, J.H. and LaFave, J.M. (2013), "Thermal behavior of IDOT integral abutment bridges and proposed design modifications", FHWAICT-12-022, Illinois Center for Transportation, Rantoul, Illinois, U.S.A.
  38. Olson, S.M., Long, J.H., Hansen, J.R., Renekis, D. and LaFave, J.M. (2009), "Modification of IDOT integral abutment design limitations and details", FHWA-ICT-09-054, Illinois Center for Transportation, Rantoul, Illinois, U.S.A.
  39. Park, Y.H. and Nam, M.S. (2007), "Behavior of earth pressure and movements on integral abutments", J. Kor. Soc. Civ. Eng., 27(3C), 163-173 (in Korean).
  40. Reese, L., Wang, S., Isenhower, W. and Arrellaga, J. (2004), LPILE Plus 5.0 for Windows, Technical and User Manuals, ENSOFT Inc., Austin, Texas, U.S.A.
  41. Reese, L.C. and Wang, S. (2006), Verification of Computer Program LPile as a Valid Tool for Design of a Single Pile under Lateral Loading, ENSOFT Inc., Austin, Texas, U.S.A., .
  42. Reese, L.C., Cox, W.R. and Koop, F.D. (1974), Analysis of Laterally Loaded Piles in Sand, in Offshore Technology in Civil Engineering Hall of Fame Papers from the Early Years, OTC 2080, American Society of Civil Engineers, Reston, Virginia, U.S.A., 95-105.
  43. Scott, R.F. (1981), Foundation Analysis, Prentice-Hall, Englewood, Cliffs, New Jersey, U.S.A.
  44. VTrans (2008), Integral Abutment Bridge Design Guidelines, VTrans Integral Abutment Committee, State of Vermont, Agency of Transportation, Montpelier, Vermont, U.S.A., 1-92.

Cited by

  1. 토압분리형 교량의 구조해석을 통한 허용 변위량 검토 vol.20, pp.4, 2018, https://doi.org/10.5762/kais.2019.20.4.534
  2. 토압분리형 교량과 라멘교의 거동분석 vol.20, pp.4, 2019, https://doi.org/10.5762/kais.2019.20.4.597