Geomechanics and Engineering

  • 제6권4호
  • /
  • Pages.341-358
  • /
  • 2014
  • /
  • 2005-307X(pISSN)
  • /
  • 2092-6219(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Experimental and numerical modeling of uplift behavior of rectangular plates in cohesionless soil

  • Niroumand, Hamed (Department of Geotechnical Engineering, Faculty of Civil Engineering, Universiti Teknologi Malaysia) ;
  • Kassim, Khairul Anuar (Department of Geotechnical Engineering, Faculty of Civil Engineering, Universiti Teknologi Malaysia)
  • 투고 : 2012.08.26
  • 심사 : 2013.11.09
  • 발행 : 2014.04.25
⟨ 이전 논문 다음 논문 ⟩

초록

Uplift response of rectangular anchor plates has been investigated in physical model tests and numerical simulation using Plaxis. The behavior of rectangular plates during uplift test was studied by experimental data and finite element analyses in cohesionless soil. Validation of the analysis model was also carried out with 200 mm and 300 mm diameter of rectangular plates in sand. Agreement between the uplift responses from the physical model tests and finite element modeling using PLAXIS 2D, based on 200 mm and 300 mm computed maximum displacements were excellent for rectangular anchor plates. Numerical analysis using rectangular anchor plates was conducted based on hardening soil model (HSM). The research has showed that the finite element results gives higher than the experimental findings in dense and loose packing of cohesionless soil.

키워드

참고문헌

  1. Adams, J.I. and Hayes, D.C. (1967), "The uplift capacity of shallow foundations", Ontario Hydro-Research Quarterly, 1-13.
  2. Adhami, B., Nirouamnd, H. and Khanlari, K. (2012), "A new algorithm for the system identification of shear structures", Adv. Mater. Res., 457-458, 495-499.
  3. Akinmusuru, J.O. (1978), "Horizontally loaded vertical plate anchors in sand", J. Geotech. Eng., 104(2), 283-286.
  4. Andreadis, A., Harvey, R.C. and Burley, E. (1981), "Embedded anchor response to uplift loading", J. Geotech. Eng. Div., 107(1), 59-78.
  5. Baker, W.H. and Konder, R.L. (1966), "Pullout load capacity of a circular earth anchor buried in sand", Highway Res. Record, 108, 1-10.
  6. Balla, A. (1961), "The resistance of breaking-out of mushroom foundations for pylons", Proceedings of the 5th International Conference on Soil Mechanics and Foundation Engineering, France.
  7. Basudhar, P.K. and Singh, D.N. (1994), "A generalized procedure for predicting optimal lower bound break-out factors of strip anchors", Geotechnique, 44(2), 307-318. https://doi.org/10.1680/geot.1994.44.2.307
  8. Bhattacharya, P. and Kumar, J. (2012), "Horizontal pullout capacity of a group of two vertical strip anchors plates embedded in sand", Geotech. Geol. Eng., 3(2), 513-521.
  9. Bildik, S. (2010), "An investigation of uplift resistance in foundation engineering and the analysis of uplift resistance of different type of foundations", Master Thesis, Cukurova University, Turkey.
  10. Bouazza, A. and Finlay, T.W. (1990), "Uplift capacity of plate anchors in a two-layered sand", Geotechnique, 40(2), 293-297. https://doi.org/10.1680/geot.1990.40.2.293
  11. Bringkgreve, R. and Vermeer, P. (1998), PLAXIS-Finite Element Code for Soil and Rock Analysis, Version 7, Plaxis BV, The Netherlands.
  12. Das, B.M. (1990), Earth Anchors, Elsevier, Amsterdam, Netherlands.
  13. Das, B.M. and Seeley, G.R. (1975a), "Breakout resistance of shallow horizontal anchors", J. Geotech. Eng., ASCE, 101(9), 999-1003.
  14. Das, B.M. and Seeley, G.R. (1975b), "Load displacement relationship for vertical anchor plates", J. Geotech. Eng., ASCE, 101(7), 711-715.
  15. Dickin, E.A. (1988), "Uplift behaviour of horizontal anchor plates in sand", J. Geotech. Eng., 114(11), 1300-1317. https://doi.org/10.1061/(ASCE)0733-9410(1988)114:11(1300)
  16. Dickin, E.A. and Laman, M. (2007), "Uplift response of strip anchors in cohesionless soil", J. Adv. Eng. Softwares, 38(8-9), 618-625. https://doi.org/10.1016/j.advengsoft.2006.08.041
  17. Dickin, E.A. and Leung, C.F. (1983), "Centrifuge model tests on vertical anchor plates", J. Geotech. Eng., 109(12), 1503-1525. https://doi.org/10.1061/(ASCE)0733-9410(1983)109:12(1503)
  18. Frgic, L. and Marovic, P. (2003), "Pullout capacity of spatial anchors", J. Eng. Comput., 21(6), 598-700.
  19. Frydman, S. and Shamam, I. (1989), "Pullout capacity of slab anchors in sand", Can. Geotech. J., 26(3), 385-400. https://doi.org/10.1139/t89-053
  20. Giffels, W.C., Graham, R.E. and Mook, J.F. (1960), "Concrete cylinder anchors", Electrical World, 154, 46-49.
  21. Hanna, T.H. and Carr, R.W. (1971), "The loading behaviour of plate anchors in normally and over consolidated sands", Proceedings of the 4th International Conference on Soil Mechanics and Foundation Engineering, Budapest, Hungary.
  22. Hanna, T.H., Sparks, R. and Yilmaz, M. (1971), "Anchor behaviour in sand", J. Soil Mech. Found. Div., ASCE, 98(11), 1187-1208.
  23. Hoshiya, M. and Mandal, J.N. (1984), "Some studies of anchor plates in sand", Soil. Found., Japan, 24(1), 9-16. https://doi.org/10.3208/sandf1972.24.9
  24. Ireland, H.O. (1963), "Uplift resistance of transmission tower foundations: Discussion", J. Power Div. ASCE, 89(PO1), 115-118.
  25. Kame, G.S., Dewaikar, D.M. and Choudhury, D. (2012), "Pullout capacity of vertical plate anchors in cohesion-less soil", Geomech. Eng., Int. J., 4(2), 105-120. https://doi.org/10.12989/gae.2012.4.2.105
  26. Kananyan, A.S. (1966), "Experimental investigation of the stability of bases of anchor foundations", Osnovanlya, Fundamenty i mekhanik Gruntov, 4(6), 387-392.
  27. Kumar, J. and Kouzer, K.M. (2008), "Vertical uplift capacity of horizontal anchors using upper bound limit analysis and finite elements", Can. Geotech. J., 45, 698-704. https://doi.org/10.1139/T08-005
  28. Kuzer, K.M. and Kumar, J. (2009), "Vertical uplift capacity of two interfering horizontal anchors in sand using an upper bound limit analysis", J. Computer Geotechnic., 1(36), 1084-1089.
  29. Mariupolskii, L.G. (1965), "The bearing capacity of anchor foundations", SM and FE, Osnovanlya, Fundamenty i mekhanik Gruntov, 3(1), 14-18.
  30. Merifield, R.S. and Sloan, S.W. (2006), "The ultimate pullout capacity of anchors in frictional soils", Can. Geotech. J., 43(8), 852-868. https://doi.org/10.1139/t06-052
  31. Meyerhof, G.G. and Adams, J.I. (1968), "The ultimate uplift capacity of foundations", Can. Geotech. J., 5(4), 225-244. https://doi.org/10.1139/t68-024
  32. Mors, H. (1959), "The behaviour of most foundations subjected to tensile forces", Bautechnik, 36(10), 367-378.
  33. Murray, E.J. and Geddes, J.D. (1987), "Uplift of anchor plates in sand", J. Geotech. Eng., ASCE, 113(3), 202-215. https://doi.org/10.1061/(ASCE)0733-9410(1987)113:3(202)
  34. Niroumand, H. (2010), "Performance of shred tires and wood particles in earth bricks", Proceedings of the 2nd International Conference on Sustainable Construction Materials and Technologies, Ancona, Italy, June, pp. 1083-1091.
  35. Niroumand, H., Kassim, K.A. and Nazir, R. (2010), "Uplift response of horizontal strip anchor plates in cohesionless soil", Electron. J. Geotech. Eng., 15R, 1967-1975.
  36. Niroumand, H., Nazir, R. and Kassim, K.A. (2012), "The performance of electrochemical remediation technologies in soil mechanics", Int. J. Electrochem. Sci., 7(6), 5708-5715.
  37. Rangari, S.M., Choudhury, D. and Dewaikar, D.M. (2011), "Pseudo-static uplift capacity of inclined strip anchor in cohesionless soil", Electron. J. Geotech. Eng., 16, 1185-1200.
  38. Rowe, R.K. and Davis, E.H. (1982), "The behaviour of anchor plates in sand", Geotechnique, 32(1), 25-41. https://doi.org/10.1680/geot.1982.32.1.25
  39. Saeedy, H.S. (1987), "Stability of circular vertical anchors", Can. Geotech. J., 24(3), 452-456. https://doi.org/10.1139/t87-056
  40. Sakai, T. and Tanaka, T. (1998), "Scale effect of a shallow circular anchor in dense sand", Soil. Found., 38(2), 93-99. https://doi.org/10.3208/sandf.38.2_93
  41. Sarac, D.Z. (1989), "Uplift capacity of shallow buried anchor slabs", Proceedings of the 12th International Conference on Soil Mechanics and Foundation Engineering, Rio de Janeiro, 12(2), pp. 1213-1218.
  42. Smith, C.C. (1998), "Limit loads for an anchor/trapdoor embedded in an associated coulomb soil", Int. J. Numer. Anal. Methods Geomech., 22(11), 855-865. https://doi.org/10.1002/(SICI)1096-9853(199811)22:11<855::AID-NAG945>3.0.CO;2-4
  43. Stewart, W. (1985), "Uplift capacity of circular plate anchors in sand", Can. Geotech. J., 22(4), 589-592. https://doi.org/10.1139/t85-078
  44. Sutherland, H.B. (1965), "Model studies for shaft raising through cohesionless soils", Proceedings of the 6th International Conference on Soil Mechanics and Foundation Engineering, Montreal, Canada, Vol. 2, pp. 410-413.
  45. Tagaya, K., Scott, R.F. and Aboshi, H. (1988), "Pullout resistance of buried anchor in sand", Soil. Found., 28(3), 114-130. https://doi.org/10.3208/sandf1972.28.3_114
  46. Turner, E.Z. (1962), "Uplift resistance of transmission tower footings", J. Power Div. ASCE, 88(PO2), 17-33.
  47. Vesic, A.S. (1971), "Breakout resistance of objects embedded in ocean bottom", J. Soil Mech. Found. Div., ASCE, 97(9), 1183-1205.
  48. Vesic A.S. (1972), "Expansion of cavities in infinite soil mass", J. Soil Mech. Found. Div., ASCE, 98(3), 265-290.

피인용 문헌

  1. Numerical modeling of uplift resistance of buried pipelines in sand, reinforced with geogrid and innovative grid-anchor system vol.9, pp.6, 2015, https://doi.org/10.12989/gae.2015.9.6.757
  2. Model studies of uplift capacity behavior of square plate anchors in geogrid-reinforced sand vol.8, pp.4, 2015, https://doi.org/10.12989/gae.2015.8.4.595
  3. Uplift capacity of horizontal anchor plate embedded near to the cohesionless slope by limit analysis vol.13, pp.4, 2014, https://doi.org/10.12989/gae.2017.13.4.701
  4. Pullout capacity of shallow inclined anchor in anisotropic and nonhomogeneous undrained clay vol.13, pp.5, 2014, https://doi.org/10.12989/gae.2017.13.5.825
  5. Response of square anchor plates embedded in reinforced soft clay subjected to cyclic loading vol.17, pp.2, 2014, https://doi.org/10.12989/gae.2019.17.2.165