Structural Engineering and Mechanics

  • 제33권4호
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  • Pages.529-537
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  • 2009
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  • 1225-4568(pISSN)
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  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Performance functions for laterally loaded single concrete piles in homogeneous clays

  • Imancli, Gokhan (Dokuz Eylul University, Department of Civil Engineering) ;
  • Kahyaoglu, M. Rifat (Dokuz Eylul University, Department of Civil Engineering) ;
  • Ozden, Gurkan (Dokuz Eylul University, Department of Civil Engineering) ;
  • Kayalar, Arif S. (Dokuz Eylul University, Department of Civil Engineering)
  • 투고 : 2008.11.21
  • 심사 : 2009.09.09
  • 발행 : 2009.11.10
⟨ 이전 논문 다음 논문 ⟩

초록

A key parameter in the design of a laterally loaded pile is the determination of its performance level. Performance level of a pile is usually expressed as the maximum head deflection and bending moment. In general, uncertainties in the performance of a pile originates from many factors such as inherent variability of soil properties, inadequate soil exploration programs, errors taking place in the determination of soil parameters, limited calculation models as well as uncertainties in loads. This makes it difficult for practicing engineers to decide for the reliability of laterally loaded piles both in cohesive and cohesionless soils. In this paper, limit state functions and consequent performance functions are obtained for single concrete piles to predict the maximum bending moment, a widely accepted design criterion along with the permissible pile head displacement. Analyses were made utilizing three dimensional finite element method and soil-structure-interaction (SSI) effects were accounted for.

키워드

참고문헌

  1. Achmus, M., Kuo, Y. and Abdel-Rahman, K. (2009), "Behavior of monopile foundations under cyclic lateral loads", Comput. Geotech., 36, 725-735 https://doi.org/10.1016/j.compgeo.2008.12.003
  2. Banerjee, P.K. and Sen, R. (1987), "Dynamic behavior of axially and laterally loaded piles and pile groups", Dynamic Behavior of Foundations and Buried Structures, Elsevier, New York, 95-113
  3. Brinkgreve, R.B.J. and Broere, W. (2006), Plaxis 3D Foundation Manual, Delft University of Technology & PLAXIS bv, The Netherlands
  4. Broms, B.B. (1964), "Lateral resistance of piles in cohesive soils", J. Soil Mech. Found. Div., ASCE, 90(2), 27-63
  5. Catal, H.H. (2002), "Free vibration of partially supported piles with the effects of bending moment, axial and shear force", Eng. Struct., 24, 1615-1622 https://doi.org/10.1016/S0141-0296(02)00113-X
  6. Catal, H.H. (2006), "Free vibration of semi-rigid connected and partially embedded piles with effects of the bending moment, axial and shear force", Eng. Struct., 28, 1911-1918 https://doi.org/10.1016/j.engstruct.2006.03.018
  7. Catal, S. and Catal, H.H. (2006), "Buckling analysis of partially embedded pile in elastic soil using differential transform method", Struct. Eng. Mech., 24, 247-268 https://doi.org/10.12989/sem.2006.24.2.247
  8. Duncan, J.M. and Buchignani, A.L. (1976), An Engineering Manual for Settlement Studies, Department of Civil Engineering, University of California at Berkeley
  9. Fleming, W.G.K., Weltman, A.J., Randolph, M.F. and Elson, W.K. (1994), Piling Engineering, 2nd edn., Blackie, Glasgow, and London, U.K, Taylor & Francis
  10. Hannigan, P.J., Goble, G.G., Thendean, G., Likins, G.E. and Rausche, F. (1998), "Design and construction of driven pile foundation", Workshop Manual Volume I, Technical Report No: FHWA/HI-97-013, US Department of Transportation Federal Highway Administration, Office of Technology Application, Office of Engineering/Bridge Division, Washington, D.C
  11. Liu, J., Xiao, H.B., Tang, J. and Li, Q.S. (2004), "Analysis of load-transfer of single pile in layered soil", Comput. Geotech., 31, 127-135 https://doi.org/10.1016/j.compgeo.2004.01.001
  12. Kagawa, T. and Kraft, M.L. (1981), "Dynamic characteristics of lateral load-deflection relationships of flexible piles", Earthq. Eng. Struct. Dyn., 9, 53-68 https://doi.org/10.1002/eqe.4290090105
  13. Mahadevan, S. and Shi, P. (2001), "Multiple linearization method for nonlinear reliability analysis", J. Eng.Mech., ASCE, 127(11), 1165-1173 https://doi.org/10.1061/(ASCE)0733-9399(2001)127:11(1165)
  14. Makris, N. and Gazetas, G. (1992), "Dynamic pile-soil-pile interaction Part II: Lateral and seismic response", Earthq. Eng. Struct. Dyn., 21(2), 145-162 https://doi.org/10.1002/eqe.4290210204
  15. Murthy, V.N.S. and Subba Rao, K.S. (1995), "Prediction of nonlinear behavior of laterally loaded long piles", Foundation Engineer, New Delhi, 1(2)
  16. Nogami, T., Otani, J., Konagai, K. and Chen, H.L. (1992), "Nonlinear soil-pile interaction model for dynamic lateral motion", J. Geotech. Eng., ASCE, 118(1), 89-106 https://doi.org/10.1061/(ASCE)0733-9410(1992)118:1(89)
  17. Park, J.K., Blackburn, J.T. and Gardoni, P. (2007), "Reliability assessment of excavation systems considering both stability and serviceability performance", Georisk, 1(3), 123-141
  18. Pula, W. (2007), "Reliability of laterally loaded rigid piles", Probabilistic Methods in Geotechnical Engineering, CISM Courses and Lectures, Springer Wien New York, No: 491, 169-183 https://doi.org/10.1007/978-3-211-73366-0_7
  19. Randolph, M.F. (1981), "The response of flexible piles to lateral loading", Geotechnique, 31(2), 247-259 https://doi.org/10.1680/geot.1981.31.2.247
  20. Reese, L.C. (1985), "Behavior of piles and pile groups under lateral load", Technical Report No: FHWA/RD-85/106, Federal Highway Administration, Office of Engineering and Highway operations, Research andDevelopment, Washington, D.C
  21. Tand, K.E. and Vipulanandan, C. (2008), "Comparison of computed vs. measured lateral load/deflection response of ACIP piles", Plaxis Bull., 23, 6-9
  22. Tandjiria, V., Teh, C.I. and Low, B.K. (2000), "Reliability analysis of laterally loaded piles using response surface methods", Struct. Safety, 22, 335-355 https://doi.org/10.1016/S0167-4730(00)00019-9
  23. Wang, S.T. and Reese, L.C. (1993), "COM624P-Laterally loaded pile analysis program for microcomputer", version 2.0, Final Report FHWA-IP-90-005, Federal Highway Administration, Washington, D.C
  24. Yesilce, Y. and Catal, H.H. (2008), "Free vibration of piles embedded in soil having different modulus of subgrade reaction", Appl. Math. Model., 32, 889-900 https://doi.org/10.1016/j.apm.2007.02.015

피인용 문헌

  1. Axial Uplift Behaviour of Belled Piers in Coarse-Grained Saline Soils vol.2018, pp.1687-8094, 2018, https://doi.org/10.1155/2018/4735423
  2. Optimum shape and length of laterally loaded piles vol.68, pp.1, 2009, https://doi.org/10.12989/sem.2018.68.1.121