DOI QR코드

DOI QR Code

A two-phase interface element for simulation of lining systems

  • Liu, X. (Department of Civil Engineering and Geosciences, Delft University of Technology) ;
  • Scarpas, A. (Department of Civil Engineering and Geosciences, Delft University of Technology) ;
  • Blaauwendraad, J. (Department of Civil Engineering and Geosciences, Delft University of Technology)
  • Published : 2001.05.25

Abstract

The numerical formulation of a two-phase interface element appropriate for porous lining system is presented. The formulation is isoparametric and can be applied both for 2-D and 3-D analysis. Biot's theory is utilized as the basis for the development of the element constitutive theory. In order to be capable of simulating the reinforcing characteristics of some geotextiles utilized as lining system, a reinforcement component has also been implemented into the formulation. By employing this specially developed interface finite element, the influence of soil consolidation on the stress distribution along the lining system of a reservoir and a landfill has been investigated.

Keywords

References

  1. de Bondt, A.H. (1999), "Special applications of $sealoflex^{(R)}$ bitumen", Proc. of $Sealoflex^{(R)}$ World Conf., 1999, Tokyo, Japan, April.
  2. Gens, A., Carol, I., and Alonso, E.E. (1988), "An interface element formulation for the analysiss of soilreinforcement interaction", Comput. and Geotech., 7, 133-151.
  3. Liu, X., Scarpas, A., and Blaauwendraad, J. (1999), "An interface element for porous media simulation", Proc. of 1st Int. Conf. on Advances in Struct. Eng. and Mech., Seoul, Korea, August.
  4. Liu, X. (undated), "Numerical simulation of porous media response under static and dynamic loads", Faculty of Civil Engineering, TU-Delft, The Netherlands (PhD thesis, under preparation).
  5. Lewis, R.W., and Schrefler, B.A. (1987), The Finite Element Method in the Deformation and Consolidation of Porous Media, John Wiley, New York.
  6. Mehlhorn, G., Kollegger, J., Keuser, M., and Kolmar, W. (1985), "Non-linear contact problems: A finite element approach implemented in ADINA", Comput. and Struct., 21(1/2), 69-80. https://doi.org/10.1016/0045-7949(85)90230-5
  7. Plesha, M.E., Ballariui, R., and Parulekar, A. (1989), "Constitutive model and finite element procedure for dilatant contact problems", Int. J. Eng. Mech., ASCE, 115(12), 2649-2668.
  8. Schellekens, J.C.J., (1990), "Interface element in finite element analyses", Rep. No. 25-2-90-5-17, Delft University of Technology, 82.
  9. Scarpas, A. (1992), "CAPA-3D finite elements system", User's Manual, Parts I, II and III, Faculty of Civil Engineering, TU-Delft.
  10. Scarpas, A., Ehrola, E., and Judycki, J. (1994), "Simulation of load transfer across joints in reinforced concrete pavements", Proc. of 3rd Int. Workshop on the Design and Evaluation of Concrete Pavements, CROW Record 14, 249-258.
  11. Ziekiewicz, O.C. (1977), The Finite Element Method, 3rd ed., McGraw-Hill, London.
  12. Ziekiewicz, O.C., and Morgan, K. (1983), Finite Element and Approximations, John Wiley, Chicester.
  13. Ziekiewicz, O.C., and Taylor, R.L. (1985), "Coupled problems- A simple time stepping procedure", Comm. Appl. Numer. Meth., 1, 233-239. https://doi.org/10.1002/cnm.1630010508