DOI QR코드

DOI QR Code

Numerical Analysis of Pile-Soil Interaction under Axial and Lateral Loads

  • Khodair, Yasser (Department of Civil Engineering and Construction, Bradley University) ;
  • Abdel-Mohti, Ahmed (Civil Engineering Department, Ohio Northern University)
  • 투고 : 2013.07.29
  • 심사 : 2014.04.23
  • 발행 : 2014.09.30

초록

In this paper, the analysis of a numerical study of pile-soil interaction subjected to axial and lateral loads is presented. An analysis of the composite pile-soil system was performed using the finite difference (FD) software LPILE. Two three dimensional, finite element (FE) models of pile-soil interaction have been developed using Abaqus/Cae and SAP2000 to study the effect of lateral loading on pile embedded in clay. A lateral displacement of 2 cm was applied to the top of the pile, which is embedded into the concrete pile cap, while maintaining a zero slope in a guided fixation. A comparison between the bending moments and lateral displacements along the depth of the pile obtained from the FD solutions and FE was performed. A parametric study was conducted to study the effect of crucial design parameters such as the soil's modulus of elasticity, radius of the soil surrounding the pile in Abaqus/Cae, and the number of springs in SAP2000. A close correlation is found between the results obtained by the FE models and the FD solution. The results indicated that increasing the amount of clay surrounding the piles reduces the induced bending moments and lateral displacements in the piles and hence increases its capacity to resist lateral loading.

키워드

참고문헌

  1. Abdel-Mohti, A., & Pekcan, G. (2013a). Effect of skew on the seismic vulnerability of RC box girder highway bridges. International Journal of Stability and Sturctural Dynamics, 13(6).
  2. Abdel-Mohti, A., & Pekcan, G. (2013b). Assessment of seismic performance of skew reinforced concrete box girder bridges. International Journal of Advanced Structural Engineering, 5(1).
  3. Arsoy, S.,Barker, R. M.,&Duncan, J.M. (1999). "The behavior of integral abutment bridges." VTRC 00-CR3. Virginia Transportation Research Council, Charlottesville, VA.
  4. Bijnagte, J. L., Van Den Berg P., Zorn, N. F., & Dieterman, H. A. (1991). "Laterally loaded single piles in soft soil-theory and reality." HERON, 36 (1), Jointly edited by STEVIN Laboratory of the Faculty of Civil Engineering, Delft University of Technology, Delft, and TNO Building and Construction Research, Rijswijk, Netherlands, pp 78.
  5. Broms, B. B. (1964). Lateral resistance of piles in cohesionless soils. Journal of Soil Mechanics and Foundation Division ASCE, 90(3), 136-156.
  6. Brown Dan, A., & Shie, C.-F. (1990). Three dimensional finite element model of laterally loaded piles. Computers and Geotechnics, 10(1), 59-79. https://doi.org/10.1016/0266-352X(90)90008-J
  7. Brown Dan, A., & Shie, C.-F. (1991). Some numerical experiments with a three dimensional finite element model of a laterally loaded pile. Computers and Geotechnics, 12(2), 149-162. https://doi.org/10.1016/0266-352X(91)90004-Y
  8. Desai, C. S., & Appel, G. C. (1976). 3-D analysis of laterally loaded structures. Second International Journal Conference on Numerical Methods in Geomechanics, Blacksburg, VA, ASCE, 1, 405-418.
  9. Desai, C. S., & Kuppusamy, T. (1980). Application of a numerical procedure for laterally loaded structures. Numerical Methods in Offshore Piling ICE, 1980, 93-99.
  10. Dunnavant, T. W., & O'Neill, M. W. (1989). Experimental p-y model for submerged, stiff clay. Journal of Geotechnical Engineering, 115(1), 95-114. https://doi.org/10.1061/(ASCE)0733-9410(1989)115:1(95)
  11. Ellis, E. A., & Springman, S. M. (2001). Modeling of soilstructure interaction for a piled bridge abutment in plain strain FEM analyses. Computers and Geotechnics, 28(2), 79-98. https://doi.org/10.1016/S0266-352X(00)00025-2
  12. Faraji, S., Ting, J. M., Crovo, D. S., & Ernst, H. (2001). Nonlinear analysis of integral bridges: finite-element model. Journal of Geotechnical and Geoenvironmental Engineering, 127(5), 454-461. https://doi.org/10.1061/(ASCE)1090-0241(2001)127:5(454)
  13. Faruque, M. O., & Desai, C. S. (1982). "3-D material and geometric non-linear analysis of piles." Proceedings of the Second International Conference on Numerical Methods for Offshore Piling, Austin, TX.
  14. Gabr, M. A., Lunne, T., & Powell, J. J. (1994). P-Y analysis of laterally loaded piles in clay using DMT. Journal of Geotechnical Engineering, 120(5), 816-837. https://doi.org/10.1061/(ASCE)0733-9410(1994)120:5(816)
  15. Georgiadis, M., & Butterfield, R. (1982). Laterally loaded pile behavior. Journal of Geotechnical Engineering Division ASCE, 108(GT1), 155-165.
  16. Greimann, L. F., Yang, P. S., & Wolde-Tinsae, A. M. (1986). Nonlinear analysis of integral abutment bridges. Journal of Structural Engineering, 112(10), 2263-2280. https://doi.org/10.1061/(ASCE)0733-9445(1986)112:10(2263)
  17. Hetenyi, M. (1946). Beams on elastic foundation. Ann Arbor: The University of Michigan Press.
  18. Khodair, Y., & Hassiotis, S. (2013). Rigidity of abutments in integral abutment bridges. Journal of Structure and Infrastructure Engineering, Maintenance, Management, Life-Cycle Design and Performance, 9(2), 151-160.
  19. Kim, Y., & Jeong, S. (2011). Analysis of soil resistance on laterally loaded piles based on 3D soil-pile interaction. Computers and Getechnics, 38, 248-257. https://doi.org/10.1016/j.compgeo.2010.12.001
  20. Kooijman, A. P. (1989). Comparison of an elasto-plastic quasi three-dimensional model for laterally loaded piles with field tests. In S. Pietruszczak & G. N. Pande (Eds.), Numerical models in geomechanics-NUMOG III (pp. 675-682). New York, NY: Elsvier Applied Science Publishers.
  21. Kumar, B. S. (1992). "Three-dimensional non-linear finite element analysis of laterally loaded piles in clay." Ph.D. Thesis Dissertation, University of Illinois at Urbana-Champaign, IL.
  22. McCelland, B., & Focht, J. A. (1958). Soil modulus for laterally loaded piles. Transactions ASCE, 123, 1049.
  23. O'Neill, M. W., & Gazioglu, S, M. (1984). "An evaluation of p-y relationships in clays." A Report to the American Petroleum Institute, PRAC82-41-2, The University of Houston-University Park, Houston, TX
  24. Rajashree, S. S., & Sitharam, T. G. (2001). Nonlinear finiteelement modeling of batter piles under lateral load. Journal of Geotechnical and Geoenvironmental Engineering, 127(7), 604-612. https://doi.org/10.1061/(ASCE)1090-0241(2001)127:7(604)
  25. Reese, L. C., & Matlock, H. (1956). "Non-dimensional solutions for laterally loaded piles with soil modulus assumed proportional to depth." Proceedings of the 8th Texas Conference on Soil Mechanics and Foundation Engineering, Sp. Pub. 29, Bureau of Engineering Research, University of Texas, Austin, TX.
  26. Robertson, P. K., Campanella, R. G., Brown, P. T., Grof, I., & Hughes, J. M. O. (1985). "Design of axially and laterally loaded piles using in-situ tests: a case history." Canadian Geotechnical Conference, pp. 51-60.
  27. Ruesta, P. F., & Townsend, F. C. (1997). Evaluation of laterally loaded pile group at Roosevelt bridge. Journal of Geotechnical and Geoenvironmental Engineering, 123(12), 1153-1161. https://doi.org/10.1061/(ASCE)1090-0241(1997)123:12(1153)
  28. Thompson, G. R. (1977). "Application of finite element method to the development of p-y curves for saturated clays, M.S. Thesis, University of Texas, Austin, TX, pp. 190.

피인용 문헌

  1. The mechanical response of piles with consideration of pile-soil interactions under a periodic wave pressure vol.26, pp.6, 2014, https://doi.org/10.1016/s1001-6058(14)60101-3
  2. On the Validation of a Numerical Model for the Analysis of Soil-Structure Interaction Problems vol.13, pp.8, 2014, https://doi.org/10.1590/1679-78252450
  3. Soil-Pile Interaction Analysis Using Multi-laminate Elasto-Plastic Modelling vol.35, pp.4, 2014, https://doi.org/10.1007/s10706-017-0201-4
  4. Accuracy of Interpretation Methods for Deriving p-y Curves From Model Pile Tests in Layered Soils vol.45, pp.4, 2014, https://doi.org/10.1520/jte20150484
  5. Calculation models and stability of composite foundation treated with compaction piles vol.13, pp.6, 2017, https://doi.org/10.12989/gae.2017.13.6.929
  6. Key parameters influencing performance and failure modes for interaction soil-pile-structure system under lateral loading vol.19, pp.3, 2014, https://doi.org/10.1007/s42107-018-0033-4
  7. A Study on the Laterally Loaded Pile Behaviour in Liquefied Soil Using P-Y Method vol.471, pp.None, 2014, https://doi.org/10.1088/1757-899x/471/4/042015
  8. Elastic Foundation Beam Analysis on Rigid Pavement and Piles vol.331, pp.None, 2020, https://doi.org/10.1051/matecconf/202033105005
  9. Numerical Study of the Interaction between a Reinforced Concrete Pile and Soil vol.10, pp.3, 2014, https://doi.org/10.4236/ojce.2020.103022
  10. A Numerical Study and Simulation of Vertical Bearing Performance of Step-Tapered Pile Under Vertical and Horizontal Loads vol.50, pp.3, 2020, https://doi.org/10.1007/s40098-019-00365-7
  11. Numerical Analysis of Bearing Behavior of the Prebored Precast Pile with an Enlarged Base vol.2021, pp.None, 2014, https://doi.org/10.1155/2021/1505482
  12. Nonlinear numerical simulation of physical shaking table test, using three different soil constitutive models vol.143, pp.None, 2021, https://doi.org/10.1016/j.soildyn.2021.106617
  13. Pile-soil interaction determined by laterally loaded fixed head pile group vol.26, pp.1, 2021, https://doi.org/10.12989/gae.2021.26.1.013
  14. Shock transmission through universal joint of cutter suction dredger vol.233, pp.None, 2014, https://doi.org/10.1016/j.oceaneng.2021.109185
  15. An Analysis of Local and Combined (Global) Scours on Piers-on-Bank Bridges vol.3, pp.1, 2014, https://doi.org/10.3390/civileng3010001