Skip to main content

Uplift Capacities of Triple-Plate Horizontal Circular Anchors in Sand

  • Conference paper
  • First Online:
Proceedings of the Indian Geotechnical Conference 2019

Abstract

Anchors have found varied applicability in the field of civil engineering; be it in foundations, in supporting diaphragm walls, to support waterfront structures, in bridge abutments, in supporting transmission towers. A variety of anchors have been experimented in small-scale model tests in the laboratory and tested in the field. Plate anchors, screw anchors, drag anchors, cement-grouted anchors, and shank anchors are a few to name. Researchers have studied, in both experimental studies, and analytical and numerical ones. The use of multi-plate anchors attached to the same tie rod has, however, been not yet considered. The authors present their idea of the use of multi-plate anchors here. The study describes the load–displacement behavior of both single-plate and triple-plate horizontal anchors of circular shape. The triple-plate anchors consist of three single-plate anchors attached to the same tie rod at a spacing (s) equal to the size of the anchor (d). The efficacy of additions of plates is checked by the detailed laboratory study, in the sand.

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

Access this chapter

Subscribe and save

Springer+ Basic
$34.99 /Month
  • Get 10 units per month
  • Download Article/Chapter or eBook
  • 1 Unit = 1 Article or 1 Chapter
  • Cancel anytime
Subscribe now

Buy Now

Chapter
USD 29.95
Price excludes VAT (USA)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever
eBook
USD 299.00
Price excludes VAT (USA)
  • Available as EPUB and PDF
  • Read on any device
  • Instant download
  • Own it forever
Softcover Book
USD 379.99
Price excludes VAT (USA)
  • Compact, lightweight edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info
Hardcover Book
USD 379.99
Price excludes VAT (USA)
  • Durable hardcover 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

Similar content being viewed by others

References

  1. Das, B.M., Seeley, G.R.: Breakout resistance of shallow horizontal anchors. J. Geotech. Eng. 101(9), 999–1003 (1975)

    Google Scholar 

  2. Das, B.M., Seeley, G.R.: Shallow anchor resistance to eccentric uplift load. J. Geotech. Eng. 102(4), 389–393 (1976)

    Google Scholar 

  3. Das, B.M., Shukla, S.K.: Earth Anchors, 2nd edn. J. Ross Publishing Inc., New York (2013)

    Google Scholar 

  4. Dickin, E.A.: Uplift behavior of horizontal anchor plates in sand. J. Geotech. Eng. 114(11), 1300–1317 (1988)

    Google Scholar 

  5. Dickin, E.A., Laman, M.: Uplift response of strip anchors in cohesionless soil. Adv. Eng. Softw. 38 (8–9), 618–625 (2007)

    Google Scholar 

  6. Geddes, J.D., Murray, E.J.: Plate anchors groups pulled vertically in sand. J. Geotech. Eng. 122(7), 509–516 (1996)

    Google Scholar 

  7. Ilamparuthi, K., Dickin, E.A., Muthukrisnaiah, K.: Experimental investigation of the uplift behaviour of circular plate anchors embedded in sand. Can. Geotech. J. 39, 648–664 (2002)

    Google Scholar 

  8. Kozlov, S.M.: Investigation of the behaviour of anchorages acted on by horizontal loads. Leningrad. (Trans. from Osnovaniya) Fundamenty i Mekhanika Gruntov 6, 19–21 (1967)

    Google Scholar 

  9. Kumar, J., Kouzer, K.M.: Vertical uplift capacity of horizontal anchors using upper bound limit analysis and finite elements. Can. Geotech. J. 45, 698–704 (2008)

    Google Scholar 

  10. Kumar, J., Naskar, T.: Vertical uplift capacity of a group of two coaxial anchors in a general c–φ soil. Can. Geotech. J. 49, 367–373 (2012)

    Google Scholar 

  11. Liu, J., Liu, M., Zhu, Z.: Sand deformation around an uplift plate anchor. J. Geotech. Geoenviron. Eng. 138(6), 728–737 (2012)

    Google Scholar 

  12. Merifield, R.S., Sloan, S.W.: The ultimate pullout capacity of anchors in frictional soils. Can. Geotech. J. 43, 852–868 (2006)

    Google Scholar 

  13. Rokonuzzaman, Md., Sakai, T.: Model tests and 3D finite element simulations of uplift resistance of shallow rectangular anchor foundations. Int. J. Geomech. 12(2), 105–112 (2012)

    Google Scholar 

  14. Sakai, T., Tanaka, T.: Experimental and numerical study of uplift behaviour of shallow circular anchor in two-layered sand. J. Geotech. Geoenviron. Eng. 133(4), 469–477 (2007)

    Google Scholar 

  15. Saran, S., Ranjan, G., Nene, A.S.: Soil anchors and constitutive laws. J. Geotech. Eng. 112(12), 1084–1100 (1986)

    Google Scholar 

  16. Subbarao, K.S., Kumar, J.: Vertical uplift capacity of horizontal anchors. J. Geotech. Eng. 120(7), 1134–1147 (1994)

    Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to B. Vidya Tilak .

Editor information

Editors and Affiliations

Rights and permissions

Reprints and permissions

Copyright information

© 2021 Springer Nature Singapore Pte Ltd.

About this paper

Check for updates. Verify currency and authenticity via CrossMark

Cite this paper

Tilak, B.V., Samadhiya, N.K. (2021). Uplift Capacities of Triple-Plate Horizontal Circular Anchors in Sand. In: Patel, S., Solanki, C.H., Reddy, K.R., Shukla, S.K. (eds) Proceedings of the Indian Geotechnical Conference 2019 . Lecture Notes in Civil Engineering, vol 134. Springer, Singapore. https://doi.org/10.1007/978-981-33-6370-0_59

Download citation

  • DOI: https://doi.org/10.1007/978-981-33-6370-0_59

  • Published:

  • Publisher Name: Springer, Singapore

  • Print ISBN: 978-981-33-6369-4

  • Online ISBN: 978-981-33-6370-0

  • eBook Packages: EngineeringEngineering (R0)

Publish with us

Policies and ethics