Interaction and multiscale mechanics

  • 제3권1호
  • /
  • Pages.55-79
  • /
  • 2010
  • /
  • 1976-0426(pISSN)
  • /
  • 2092-6200(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Building frame - pile foundation - soil interaction analysis: a parametric study

  • Chore, H.S. (Department of Civil Engineering, Datta Meghe College of Engineering) ;
  • Ingle, R.K. (Department of Applied Mechanics, Visvesvaraya National Institute of Technology (VNIT)) ;
  • Sawant, V.A. (Department of Civil Engineering, Indian Institute of Technology (IIT))
  • 투고 : 2009.01.15
  • 심사 : 2010.02.03
  • 발행 : 2010.03.25
⟨ 이전 논문 다음 논문 ⟩

초록

The effect of soil-structure interaction on a single-storey, two-bay space frame resting on a pile group embedded in the cohesive soil (clay) with flexible cap is examined in this paper. For this purpose, a more rational approach is resorted to using the finite element analysis with realistic assumptions. Initially, a 3-D FEA is carried out independently for the frame on the premise of fixed column bases in which members of the superstructure are discretized using the 20-node isoparametric continuum elements. Later, a model is worked out separately for the pile foundation, by using the beam elements, plate elements and spring elements to model the pile, pile cap and soil, respectively. The stiffness obtained for the foundation is used in the interaction analysis of the frame to quantify the effect of soil-structure interaction on the response of the superstructure. In the parametric study using the substructure approach (uncoupled analysis), the effects of pile spacing, pile configuration, and pile diameter of the pile group on the response of superstructure are evaluated. The responses of the superstructure considered include the displacement at top of the frame and moments in the columns. The effect of soil-structure interaction is found to be quite significant for the type of foundation considered in the study. Fair agreement is observed between the results obtained herein using the simplified models for the pile foundation and those existing in the literature based on a complete three dimensional analysis of the building frame - pile foundation - soil system.

키워드

참고문헌

  1. Banerjee, P.K. and Davies, T.G. (1978), "The behaviour of axially and laterally loaded single piles embedded in non-homogeneous soils", Geotechnique, 28(3), 309-326. https://doi.org/10.1680/geot.1978.28.3.309
  2. Basarkar, S.S. and Dewaikar, D.M. (2005), "Development of load transfer model for socketted tubular piles", Proceedings of International Geotechnical Conference, St. Petersburg.
  3. Buragohain, D.N., Raghavan, N. and Chandrasekaran, V.S. (1977), "Interaction of Frames with Pile Foundation", Proceedings of International Symposium on Soil- Structure Interaction, Roorkee, January.
  4. Butterfield, R. and Banerjee, P.K. (1971), "The problem of pile group and pile cap interaction", Geotechnique, 21(2), 135-142. https://doi.org/10.1680/geot.1971.21.2.135
  5. Chameski, C. (1956), "Structural rigidity in calculating settlements", J. Soil Mech. Found. Eng. ASCE, 82(1), 1-9.
  6. Chore, H.S. and Sawant, V.A. (2002), "Finite element analysis of laterally loaded pile group", Proceedings of Indian Geotechnical Conference (IGC-2002), Allahabad.
  7. Chore, H.S. and Sawant, V.A. (2004), "Parametric study of socketted pile groups subjected to lateral loads", Proceedings of National Conference on Hydraulics and Water Resources (HYDRO-2004), Nagpur.
  8. Chore, H.S. and Ingle, R.K. (2008a), "Interaction analysis of building frame supported on pile group", Indian Geotech. J., 38(4), 483-501.
  9. Chore, H.S. and Ingle, R.K. (2008b), "Interactive analysis of building frame supported on pile group using a simplified F.E. model", J. Struct. Eng. SERC, 34(6), 460-464.
  10. Chore, H.S., Ingle, R.K. and Sawant, V.A. (2009), "Building frame- pile foundation- soil interactive analysis", Interact. Multiscale Mech., 2(4), 397-411. https://doi.org/10.12989/imm.2009.2.4.397
  11. Coyle, H.M. and Reese, L.C. (1966), "Load transfer for axially loaded pile in clay", J. Soil Mech. Found. Eng. ASCE, 92(2), 1-26.
  12. Dasgupta, S., Dutta, S.C. and Bhattacharya, G. (1998), "Effect of soil-structure interaction on building frames on isolated footings", J. Struct. Eng. SERC, 26(2), 129-134.
  13. Desai, C.S. and Abel, J.F. (1974), Introduction to Finite Element Method, CBS Publishers, New Delhi.
  14. Desai, C.S. and Appel, G.C. (1976), "3-D analysis of laterally loaded structures", Proceedings of the 2nd International Conference on Numerical Methods in Geomechanics, Blacksburg.
  15. Desai, C.S., Kuppusamy, T., and Allameddine, A.R. (1981), "Pile cap- pile group- soil interaction," J. Struct. Div. ASCE, 107(5), 817-834.
  16. Deshmukh, A.M. and Karmarkar, S.R. (1991), "Interaction of plane frames with soil", Proceedings of Indian Geotechnical Conference (IGC-1991), Surat.
  17. Dewaikar, D.M., Varghese, S.P., Sawant, V.A. and Chore, H.S. (2007), "Non-linear 3-D FEA of laterally loaded piles incorporating no-tension behaviour of soil", Indian Geotech. J., 37(3), 174-189.
  18. Georgiadis, M. and Butterfield, R. (1982), "Laterally loaded pile behaviour", J. Geotech. Eng. ASCE, 108, 155-165.
  19. Hain, S.J. and Lee, I.K. (1974), "Rational analysis of raft foundation", J. Geotech. Eng. ASCE, 100(7), 843-860.
  20. Hazarika, P.J. and Ramasamy, G. (2000), "Response of Piles under Vertical Loading", Indian Geotech. J., 30(2), 73-91.
  21. Hora, M. (2006), "Non-linear Interaction Analysis of Infilled Building Frame- Soil System", J. Struct. Eng. SERC, 33(4), 309-318.
  22. Ingle, R.K. and Chore, H.S. (2007), "Soil- structure interaction analysis of building frames- an overview", J. Struct. Eng. SERC, 34(5), 201-209.
  23. IS:2911-1979 (1979), "Code of practice for design and construction of pile foundation", BIS, New Delhi.
  24. King, G.J.W. and Chandrasekaran, V.S. (1974), "Interactive analysis of a rafted multistoreyed space frame resting on an inhomogeneous clay stratum", Proceedings International Conference on Finite Element Methods, Australia.
  25. Krishnamoorthy, Rao N.B.S. and Anil, D.S. (2003), "Non-linear analysis of group of piles", Indian Geotech. J., 33(4), 375-395.
  26. Krishnamoorrthy, Rao N.B.S. and Nitin Rao (2005), "Analysis of group of piles subjected to lateral loads", Indian Geotech. J., 35(2), 154-175.
  27. Lee, I.K. and Harrison, H.B. (1970), "Structures and foundation interaction theory", J. Struct. Div. ASCE, 96(2), 177-198.
  28. Lee, I.K. and Brown, P.T. (1972), "Structures and foundation interaction analysis", J. Struct. Div. ASCE, 11, 2413-2431.
  29. Mandal, A., Moitra, D. and Dutta, S.C. (1999), "Soil- structure interaction on building frame: a small scale model study", Int. J. Struct. Roorkee, 18(2), 92-107.
  30. Matlock, H. and Reese, L.C. (1956), "Foundation analysis of offshore pile supported structures", Proceedings of the International Conference on Soil Mechanics and Foundation Engineering, Paris.
  31. Mayerhof, G. (1953), "Some recent foundation research and its application to design", Struct. Eng., 31(6), 151-167.
  32. Morris, D. (1966), "Interaction of continuous frames and soil media", J. Struct. Div. ASCE, 5, 13-43.
  33. Ng, C.W.W. and Zhang, L.M. (2001), "Three dimensional analysis of performance of laterally loaded sleeved piles in sloping ground", J. Geotech. Geoenviron., 127, 499-509. https://doi.org/10.1061/(ASCE)1090-0241(2001)127:6(499)
  34. Noorzaei, J., Viladkar, M.N. and Godbole, P.N. (1991), "Soil-structure interaction of space frame-raft-soil system: parametric study", Comput. Struct., 40(5), 235-1241.
  35. Patil, M.A. and Dewaikar, D.M.(1999), "Three dimensional finite element analysis of laterally loaded pile group", Proceedings of the International Conference on Offshore and Nearshore Geotechnical Engineering (GEO Shore- 1999), Panvel.
  36. Polous, H.G. (1968), "Analysis of settlement of pile", Geotechnique, 18(4), 449-471. https://doi.org/10.1680/geot.1968.18.4.449
  37. Poulos, H.G.(1971), "Behaviour of laterally loaded piles: II- group of piles", J. Soil Mech. Found. Eng. Div. ASCE, 97(5), 733-751.
  38. Sawant, V.A., Amin, N.B. and Dewaikar, D.M. (1996), "Response of a pile to cyclic lateral loads using moment area method", Indian Geotech. J., 26(4), 353-363.
  39. Sawant, V.A. and Dewaikar, D.M. (1999), "Analysis of pile groups subjected to cyclic lateral loading", Indian Geotech. J., 29(3), 191-220.
  40. Sawant, V.A. and Dewaikar, D.M. (2001), "Geometrically non-linear 3-D Finite element analysis of a single pile", Proceedings of the International Conference on Computer Methods and Advances in Geomechanics, Balkema.
  41. Sriniwasraghavan, R. and Shankaran, K.S. (1983), "Settlement analysis for combined effect of superstructure-footings- soil system", J. Institut. Eng.(India), 6, 194-198.
  42. Stavirdis, L.T. (2002), "Simplified analysis of layered soil-structure interaction", J. Struct. Eng. ASCE, 128(2), 224-230. https://doi.org/10.1061/(ASCE)0733-9445(2002)128:2(224)
  43. Subbarao, K.S., Shrada Bai, H. and Raghunatham, B.V. (1985), "Interaction analysis of frames with beam footing", Proceedings of Indian Geotechnical Conference (IGC-1985), Roorkee.
  44. Tomlinson, M.J. (1977), Pile Design and Construction Practice, A view Point Publication, London.
  45. Viladkar, M.N., Godbole, P.N. and Noorzaei, J. (1991), "Soil-structure interaction in plane frames using coupled finite-infinite elements", Comput. Struct., 39(5), 535-546. https://doi.org/10.1016/0045-7949(91)90062-Q
  46. Wu, D., Broms, B.B. and Choa, V. (1998), "Design of laterally loaded piles in cohesive soils using p-y curves", Soil. Found., J. Japanese Geotech. Soc., 38(2), 17-26.
  47. Zhang, L. (2009), "Non-linear analysis of laterally loaded rigid piles in cohesionless soil", Comput. Geotech., 36(5), 718-729. https://doi.org/10.1016/j.compgeo.2008.12.001

피인용 문헌

  1. Soil -structure interaction analysis of a building frame supported on piled raft vol.5, pp.1, 2016, https://doi.org/10.12989/csm.2016.5.1.041
  2. Interactive analysis of a building fame resting on pile foundation vol.3, pp.4, 2014, https://doi.org/10.12989/csm.2014.3.4.367
  3. Assessment of Prestress Force in Bridges Using Structural Dynamic Responses under Moving Vehicles vol.2013, 2013, https://doi.org/10.1155/2013/435939
  4. Soil-Structure Interaction of Space Frame Supported on Pile Foundation Embedded in Cohesionless Soil vol.46, pp.4, 2016, https://doi.org/10.1007/s40098-016-0188-4
  5. Vibration Response of Multi Storey Building Using Finite Element Modelling vol.136, 2016, https://doi.org/10.1088/1757-899X/136/1/012037
  6. Seismic analysis of frame-strap footing-nonlinear soil system to study column forces vol.46, pp.5, 2013, https://doi.org/10.12989/sem.2013.46.5.645
  7. Interactive analysis of a building fame resting on pile foundation vol.6, pp.4, 2013, https://doi.org/10.12989/imm.2013.6.4.377
  8. Interaction analysis of a building frame suppoted on pile groups vol.7, pp.1, 2014, https://doi.org/10.12989/imm.2014.7.1.511
  9. Non linear soil structure interaction of space frame-pile foundation-soil system vol.49, pp.1, 2014, https://doi.org/10.12989/sem.2014.49.1.095
  10. Development of Three-dimensional Interactive Analysis for Superstructure-piled raft foundation vol.29, pp.6, 2013, https://doi.org/10.7843/kgs.2013.29.6.19
  11. Interaction analysis of a building frame supported on pile groups vol.3, pp.3, 2014, https://doi.org/10.12989/csm.2014.3.3.305
  12. Improved nonlinear displacement-based beam element on a two-parameter foundation vol.19, pp.6, 2015, https://doi.org/10.1080/19648189.2014.965847
  13. 3D FEM Analysis of a Pile-Supported Riverine Platform under Environmental Loads Incorporating Soil-Pile Interaction vol.6, pp.1, 2018, https://doi.org/10.3390/computation6010008
  14. Nonlinear interaction analysis of infilled frame-foundation beam-homogeneous soil system vol.3, pp.3, 2014, https://doi.org/10.12989/csm.2014.3.3.267
  15. Interaction of Building Frame with Pile Foundation vol.06, pp.02, 2016, https://doi.org/10.4236/ojce.2016.62018
  16. Numerical simulation of soil-structure interaction in framed and shear-wall structures vol.4, pp.1, 2011, https://doi.org/10.12989/imm.2011.4.1.017
  17. Evaluation of the influence of interface elements for structure - isolated footing - soil interaction analysis vol.4, pp.1, 2010, https://doi.org/10.12989/imm.2011.4.1.065
  18. A new 3D interface element for three dimensional finite element analysis of FRP strengthened RC beams vol.4, pp.4, 2011, https://doi.org/10.12989/imm.2011.4.4.257
  19. Experimental study of a modeled building frame supported by pile groups embedded in cohesionless soil vol.4, pp.4, 2011, https://doi.org/10.12989/imm.2011.4.4.321
  20. A study on the topographical and geotechnical effects in 2-D soil-structure interaction analysis under ground motion vol.40, pp.6, 2011, https://doi.org/10.12989/sem.2011.40.6.829
  21. Parameter estimation of four-parameter viscoelastic Burger model by inverse analysis: case studies of four oil-refineries vol.5, pp.3, 2010, https://doi.org/10.12989/imm.2012.5.3.211
  22. Soil-structure-foundation effects on stochastic response analysis of cable-stayed bridges vol.43, pp.5, 2012, https://doi.org/10.12989/sem.2012.43.5.637
  23. Nonlinear interaction behaviour of infilled frame-isolated footings-soil system subjected to seismic loading vol.44, pp.1, 2010, https://doi.org/10.12989/sem.2012.44.1.085
  24. Nonlinear Winkler-based Beam Element with Improved Displacement Shape Functions vol.17, pp.1, 2010, https://doi.org/10.1007/s12205-013-1606-0
  25. Nonlinear analysis of a riverine platform under earthquake and environmental loads vol.26, pp.6, 2010, https://doi.org/10.12989/was.2018.26.6.343
  26. Interaction analysis of three storeyed building frame supported on pile foundation vol.7, pp.4, 2010, https://doi.org/10.12989/csm.2018.7.4.455
  27. Static interaction analysis between beam and layered soil using a two-parameter elastic foundation vol.11, pp.1, 2010, https://doi.org/10.1007/s40091-019-0213-9
  28. Experimental investigation of axially loaded group of piles with and without building frame: a parametric study vol.4, pp.1, 2019, https://doi.org/10.1007/s41062-019-0222-3