Interaction and multiscale mechanics

  • 제2권4호
  • /
  • Pages.397-411
  • /
  • 2009
  • /
  • 1976-0426(pISSN)
  • /
  • 2092-6200(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Building frame-pile foundation-soil interactive analysis

  • 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 : 2009.08.16
  • 심사 : 2009.09.21
  • 발행 : 2009.12.25
⟨ 이전 논문 다음 논문 ⟩

초록

The effect of soil-structure interaction on a simple single storeyed and 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 three dimensional finite element analysis with realistic assumptions. The members of the superstructure and substructure are descretized using 20 node isoparametric continuum elements while the interface between the soil and pile is modeled using 16 node isoparametric interface elements. Owing to viability in terms of computational resources and memory requirement, the approach of uncoupled analysis is generally preferred to coupled analysis of the system. However, an interactive analysis of the system is presented in this paper where the building frame and pile foundation are considered as a single compatible unit. This study is focused on the interaction between the pile cap and underlying soil. In the parametric study conducted using the coupled analysis, the effect of pile spacing in a pile group and configuration of the pile group is evaluated on the response of superstructure. The responses of the superstructure considered include the displacement at top of the frame and moments in the superstructure columns. The effect of soil-structure interaction is found to be quite significant for the type of foundation used in the study. The percentage variation in the values of displacement obtained using the coupled and uncoupled analysis is found in the range of 4-17 and that for the moment in the range of 3-10. A reasonable agreement is observed in the results obtained using either approach.

키워드

참고문헌

  1. Basarkar, S.S. and Dewaikar, D.M. (2005), "Development of Load Transfer Model for Socketted Tubular Piles", Proceedings of the International Geo-technical Conference on Soil-structure Interaction-Calculation Methods and Engineering Practice, Saint Petersburg, May.
  2. Buragohain, D.N. and Shah, V.L. (1977), "Curved Interface Elements for Interaction Problems", Proceedings of the International Symposium on Soil-structure Interaction, Roorkee, January.
  3. Buragohain, D.N., Raghavan, N. and Chandrasekaran, V.S. (1977), "Interaction of Frames with Pile Foundation", Proceedings of the International Symposium on Soil-structure Interaction, Roorkee, January.
  4. Chameski, C. (1956), "Structural Rigidity in Calculating Settlements", J. Soil Mech. Found. Div., 82(1), 1-9.
  5. Chore, H.S. and Sawant, V.A. (2002), "Finite Element Analysis of Laterally Loaded Pile Group", Proceedings of the Indian Geotechnical Conference, Allahabad, December.
  6. Chore, H.S. and Sawant, V.A. (2004), "Parametric Study of Socketted Pile Groups Subjected to Lateral Loads", Proceedings of the national Conference on hydraulics and Water Resources, Nagpur, December.
  7. Chore, H.S. and Ingle, R.K. (2008a), "Interactive Analysis of Building Frame Supported on Pile Group Using a Simplified F.E.Model", J. Struct. Eng. India, 34(6), 460-464.
  8. Chore, H.S. and Ingle, R.K. (2008b), "Interaction Analysis of Building Frame Supported on Pile Group", Indian Geotech. J., 38(4), 483-501.
  9. Coyle, H.M. and Reese, L.C. (1966), "Load Transfer for Axially Loaded Pile in Clay", J. Soil Mech. Found. Div., 92(SM2), 1-26.
  10. Dasgupta, S., Dutta, S.C. and Bhattacharya, G. (1998), "Effect of Soil- Structure Interaction on Building Frames on Isolated Footings", J. Struct. Eng. India, 26(2), 129-134.
  11. Desai, C.S. and Abel, J.F. (1974), Introduction to Finite Element Method, CBS Publishers, New Delhi.
  12. 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, June.
  13. Desai, C.S., Kuppusamy, T. and Allameddine, A.R. (1981), "Pile Cap-Pile Group-Soil Interaction," J. Struct. Eng. Div., 107(ST5), 817-834.
  14. Deshmukh, A.M. and Karmarkar, S.R. (1991), "Interaction of Plane Frames with Soil", Proceedings of the Indian Geotechnical Conference, Surat, December.
  15. 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.
  16. Georgiadis, M. and Butterfield, R. (1982), "Laterally Loaded Pile Behaviour", J. Geotech. Eng., 108, 155-165.
  17. Hain, S.J. and Lee, I.K. (1974), "Rational Analysis of Raft Foundation", J. Geotech. Eng., 100(7), 843-860.
  18. Hazarika, P.J. and Ramasamy, G. (2000), "Response of Piles under Vertical Loading", Indian Geotech. J., 30(2), 73-91.
  19. Hora, M. (2006), "Non-linear Interaction Analysis of Infilled Building Frame-Soil System", J. Struct. Eng. India, 33(4), 309-318.
  20. Ingle, R.K. and Chore, H.S. (2007), "Soil-Structure Interaction Analysis of Building Frames-An Overview", J. Struct. Eng. India, 34(5), 201-209.
  21. 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.
  22. Lee, I.K. and Harrison, H.B. (1970), "Structures and Foundation Interaction Theory", J. Soil Mech. Found. Div., 96(ST2), 177-198.
  23. Lee, I.K. and Brown, P.T. (1972), "Structures and Foundation Interaction Analysis", J. Struct. Eng. Div., 11, 2413-2431.
  24. Mandal, A., Moitra, D. and Dutta, S.C. (1999), "Soil-Structure Interaction on Building Frame: A Small Scale Model Study", Int. J. Struct., 18(2), 92-107.
  25. Matlock, H. and Reese, L.C. (1956), "Foundation Analysis of Offshore Pile Supported Structures", Proceedings of the 5th International Conference on Soil Mechanics and Foundation Engineering, Paris.
  26. Mayerhof, G.(1953), "Some Recent Foundation Research and its Application to Design", Struct. Eng., 31(6), 151-167.
  27. Morris, D. (1966), "Interaction of Continuous Frames and Soil Media", J. Struct. Eng. Div., 5, 13-43.
  28. 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.
  29. 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, Panvel.
  30. Polous, H.G. (1968), "Analysis of Settlement of Pile", Geotechnique, 18(4), 449-471. https://doi.org/10.1680/geot.1968.18.4.449
  31. Poulos, H.G. (1971), "Behaviour of Laterally Loaded Piles: II-Group of Piles", J. Soil Mech. Found. Eng. Div., 97(5), 733-751.
  32. 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.
  33. Sawant, V.A. and Dewaikar, D.M. (1999), "Analysis of Pile Groups subjected to Cyclic Lateral Loading", Indian Geotech. J., 29(3), 191-220.
  34. 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 Geomechnics, Rotterdam.
  35. Sriniwasraghavan, R. and Shankaran, K.S. (1983), "Settlement Analysis for Combined Effect of Superstructure-Footings-Soil System", J. Inst. Eng. India, 6, 194-198.
  36. 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)
  37. Subbarao, K.S., Shrada Bai, H. and Raghunatham, B.V. (1985), "Interaction Analysis of Frames with Beam Footing", Proceedings of the Indian Geotechnical Conference, Roorkee.
  38. 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

피인용 문헌

  1. 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
  2. Interaction of Building Frame with Pile Foundation vol.06, pp.02, 2016, https://doi.org/10.4236/ojce.2016.62018
  3. 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
  4. 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
  5. 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
  6. 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
  7. 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
  8. 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
  9. Building frame - pile foundation - soil interaction analysis: a parametric study vol.3, pp.1, 2010, https://doi.org/10.12989/imm.2010.3.1.055
  10. Efficient analysis of SSI problems using infinite elements and wavelet theory vol.2, pp.4, 2009, https://doi.org/10.12989/gae.2010.2.4.229
  11. 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
  12. Evaluation of the influence of interface elements for structure - isolated footing - soil interaction analysis vol.4, pp.1, 2009, https://doi.org/10.12989/imm.2011.4.1.065
  13. 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
  14. 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
  15. Numerical analyses of soil-mat foundation and space frame system vol.5, pp.3, 2009, https://doi.org/10.12989/imm.2012.5.3.267
  16. Interaction analysis of three storeyed building frame supported on pile foundation vol.7, pp.4, 2009, https://doi.org/10.12989/csm.2018.7.4.455
  17. 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
  18. Effect of soil-pile-structure interaction on seismic behaviour of RC building frames vol.4, pp.1, 2009, https://doi.org/10.1007/s41062-019-0233-0
  19. 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