Skip to main content

Part of the book series: International Centre for Mechanical Sciences ((CISM,volume 397))

  • 1123 Accesses

Abstract

The presence of a very thin layer of material whose permeability differs significantly from that of the surrounding soil can impose the adoption of a very dense finite element mesh, because of the small element dimensions required for the modeling of the thin layer. This paper presents the formulation of an isoparametric thin-layer element for 2D analysis which can be employed with advantage for the modeling of such zones, allowing for greater economy in mesh development and analysis time, while at the same time providing accurate results. The proposed thin-layer element is derived from a quadrilateral element by making one dimension converge to zero and it can handle flow in both the normal and tangential directions.

This is a preview of subscription content, log in via an institution to check access.

Access this chapter

Chapter
USD 29.95
Price excludes VAT (USA)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever
eBook
USD 129.00
Price excludes VAT (USA)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever
Softcover Book
USD 169.99
Price excludes VAT (USA)
  • Compact, lightweight edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info

Tax calculation will be finalised at checkout

Purchases are for personal use only

Institutional subscriptions

Preview

Unable to display preview. Download preview PDF.

Unable to display preview. Download preview PDF.

References

  • References

    Google Scholar 

  • BEER, G. (1985). An isoparametric joint/interface element for finite element analysis, Int. J. Num. Meth. Engng., 21, 585–600.

    Article  MATH  Google Scholar 

  • DESAI, C. S., M. M. ZAMAN, J. G. LIGHTNER & H. J. SIRIWARDANE (1984). Thin-layer element for interfaces and joints, Int. J. Num. Anal. Meth. Geomech., 8, 19–43.

    Article  Google Scholar 

  • GOODMAN, R. E., R. L. TAYLOR & T. L. BREKKE (1968). A model for the mechanics of jointed rock, J. Soil Mech. Found. Div. ASCE, 94, SM3, 637–659.

    Google Scholar 

  • HINTON, E. & D. R. J. OWEN (1979). An Introduction to Finite Element Computations, Pineridge Press, Swansea.

    Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Editor information

Editors and Affiliations

Rights and permissions

Reprints and permissions

Copyright information

© 1998 Springer-Verlag Wien

About this paper

Cite this paper

Marques, J.M.M.C., Domingues, J.J.M.S. (1998). A Thin-Layer Element for Seepage Analysis. In: Cividini, A. (eds) Application of Numerical Methods to Geotechnical Problems. International Centre for Mechanical Sciences, vol 397. Springer, Vienna. https://doi.org/10.1007/978-3-7091-2512-0_50

Download citation

  • DOI: https://doi.org/10.1007/978-3-7091-2512-0_50

  • Publisher Name: Springer, Vienna

  • Print ISBN: 978-3-211-83141-0

  • Online ISBN: 978-3-7091-2512-0

  • eBook Packages: Springer Book Archive

Publish with us

Policies and ethics