Skip to main content
Log in

Pullout capacity of multi-plate horizontal anchors in sand: an experimental study

  • Research Paper
  • Published:
Acta Geotechnica Aims and scope Submit manuscript

Abstract

A horizontal anchor is a structural member designed to resist the vertical pullout forces and ensure the stability of structures like the tower foundations, masts and bridges. This paper focuses on the experimental study for the estimation of the ultimate pullout capacity of multi-plate horizontal anchors embedded in the sand. The tensile load of a structure is resisted by the multi-plate anchors using the many plates connected along the central shaft. The multi-plate anchors would be capable of generating higher pullout capacity in comparison with the single-plate anchors, for an embedment depth considered. The pullout capacity is generative of the inherent structure of the multiple plates encompassing multiple layers of sand. The paper presents a comparison of the multi-plate anchors with the existing studies of single-plate anchors. Results show the multi-plate anchor replacing the existing single-plate anchors efficiently. Few of the primary conclusions are (a) the increase in the pullout capacity of the double-plate and triple-plate anchors with the increase in the embedment ratio, (b) the critical embedment ratio being indicative of a transition of the failure mechanism developing for shallow and deep anchors, (c) a decreasing pullout capacity for shallow multi-plate anchors in comparison with the single-plate anchors, and (d) an increasing pullout capacity for deep multi-plate anchors in comparison with the single-plate anchors. The paper provides a brief discussion on the scale effect, the effect of spacing, the effect of the shape of the anchors on the pullout capacity.

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

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Fig. 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5
Fig. 6
Fig. 7
Fig. 8
Fig. 9
Fig. 10
Fig. 11
Fig. 12
Fig. 13
Fig. 14
Fig. 15
Fig. 16
Fig. 17
Fig. 18
Fig. 19

Similar content being viewed by others

References

  1. Merifield RS, Sloan SW (2006) The ultimate pullout capacity of anchors in frictional soils. Can Geotech J 43:852–868

    Article  Google Scholar 

  2. Meyerhof GG, Adams JI (1968) The ultimate uplift capacity of foundations. Can Geotech J 5(4):225–244

    Article  Google Scholar 

  3. Das BM, Seeley GR (1975) Breakout resistance of shallow horizontal anchors. J Geotech Eng 101(9):999–1003

    Google Scholar 

  4. Ilamparuthi K, Dickin EA, Muthukrisnaiah K (2002) Experimental investigation of the uplift behaviour of circular plate anchors embedded in sand. Can Geotech J 39(3):648–664

    Article  Google Scholar 

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

    Article  Google Scholar 

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

    Article  Google Scholar 

  7. Dickin EA, Laman M (2007) Uplift resistance of the strip anchors in cohesionless soil. Adv Eng Software 38(8–9):618–625

    Article  Google Scholar 

  8. Geddes JD, Murray EJ (1996) Plate anchors groups pulled vertically in sand. J Geotech Eng 122(7):509–516

    Article  Google Scholar 

  9. Dickin EA (1988) Uplift behaviour of horizontal anchor plates in sand. J Geotech Eng 114(11):1300–1317

    Article  Google Scholar 

  10. Sakai T, Tanaka T (1998) Scale effect of a shallow circular anchor in dense sand. Soils Found 38(2):93–99

    Article  Google Scholar 

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

    Article  Google Scholar 

  12. Kumar J, Bhoi MK (2009) Vertical uplift capacity of equally spaced multiple strip anchors in sand. Geotech Geol Eng 27:461–472

    Article  Google Scholar 

  13. Tilak VB, Samadhiya NK (2017) Uplift capacities of double-plate square anchors at shallow depths in sand. In: Indian geotechnical conference GeoNEst, IIT Guwahati, Guwahati, Assam, India, pp 1–4

  14. Tilak VB, Samadhiya NK (2019) Uplift capacities of triple-plate horizontal circular anchors in sand. In: Indian geotechnical conference, SVNIT Surat, Surat, Gujarat, India, pp 1–9

  15. Das BM, Shukla SK (2013) Earth anchors, 2nd edn. J Ross Publishing Inc., USA

    Google Scholar 

  16. Basudhar PK, Singh DN (1994) A generalized procedure for predicting optimal lower bound break-out factors of strip anchors. Geotechnique 44(2):307–318

    Article  Google Scholar 

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

    Article  Google Scholar 

  18. Hanna A, Ayadat T, Sabry M (2007) Pullout resistance of single vertical shallow helical and plate anchors in sand. Geotech Geol Eng 25:559–573

    Article  Google Scholar 

  19. Kumar J, Kouzer KM (2008) Vertical uplift capacity of horizontal anchors using upper bound limit analysis and finite elements. Can Geotech J 45(5):698–704

    Article  Google Scholar 

  20. Kumar J, Kouzer KM (2008) Vertical uplift capacity of a group of shallow horizontal anchors in sand. Geotechnique 58(10):821–823

    Article  Google Scholar 

  21. Merifield R, Smith C (2010) The ultimate uplift capacity of multi-plate anchors in undrained clay. In: GeoShanghai international conference: soil behaviour and geo-micromechanics (GSP 200), Shanghai, China, pp 74–79. https://doi.org/10.1061/41101(374)12.

  22. Rajesh KN, Shreni V (2014) Response of anchor in two-phase material under uplift. APCBEE Procedia 9:247–251

    Article  Google Scholar 

  23. Sahoo JP, Kumar J (2014) Vertical uplift capacity of two closely spaced horizontal strip anchors embedded in cohesive-frictional weightless medium. Can Geotech J 51:223–230

    Article  Google Scholar 

  24. Bhattacharya P, Kumar J (2016) Uplift capacity of anchors in layered sand using finite-element limit analysis: formulation and results. Int J Geomech 16(3):04015078

    Article  Google Scholar 

  25. Misir G (2018) Predicting the uplift capacity of vertically located two-plate anchors. Acta Geotechnica Slovencia 2:47–57

    Article  Google Scholar 

  26. Mokhbi H, Mellas M, Mabrouki A, Pereira JM (2018) Three-dimensional numerical and analytical study of horizontal group of square anchor plates in sand. Acta Geotech 13:159–174

    Article  Google Scholar 

  27. Liu H, Zubeck HK, Schubert DH (2007) Finite-element analysis of helical piers in frozen ground. J Cold Reg Eng 21(3):92–106

    Article  Google Scholar 

  28. Ghaly A, Hanna A (1992) Stresses and strains around helical screw anchors in sand. Soils Found 32(4):27–42

    Article  Google Scholar 

  29. Ghaly A, Hanna A, Hanna M (1991) Uplift behavior of screw anchors in sand. I: Dry sand. J Geotech Eng 117(5):773–793

    Article  Google Scholar 

  30. Ghaly A, Hanna A, Ranjan G, Hanna M (1991) Helical anchors in dry and submerged sand subjected to surcharge. J Geotech Eng 117(10):1463–1470

    Article  Google Scholar 

  31. Tsuha CHC, Aoki N, Rault G, Thorel L, Garnier J (2007) Physical modelling of helical pile anchors. Int J Phys Model Geotech 4:1–12

    Google Scholar 

  32. Tsuha CHC, Santos TC, Rault G, Thorel L, Garnier J (2013) Influence of multiple helix configuration on the uplift capacity of helical anchors. In: International conference on soil mechanics and geotechnical engineering, Paris, pp 2893–2896

  33. Schiavon JA, Thorel L, Tsuha CHC (2016) Scale effect in centrifuge tests of helical anchors in sand. Int J Phys Model Geotech 16(4):185–196

    Google Scholar 

  34. Giampa JR, Bradshaw AS, Schneider JA (2017) Influence of dilation angle on drained shallow circular anchor uplift capacity. Int J Geomech 17(2):04016056-1-11

  35. Motemedinia H, Hataf N, Habibagahi G (2019) A study on failure surface of helical anchors in sand by PIV/DIC technique. Int J Civil Eng 17:1813–1827

    Article  Google Scholar 

  36. Clemence SP, Pepe FD (1984) Measurement of lateral stress around multihelix anchors in sand. Geotech Test J 7(3):145–152

    Article  Google Scholar 

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

    Article  Google Scholar 

  38. IS 2720-Part-III (1980) Method of test for soils, Determination of specific gravity, Section 2, Fine, medium and coarse-grained soils. Indian Standard methods of test for soils. New Delhi: Bureau of Indian Standards, pp 1–8

  39. IS 2720-Part-IV (1995) Method of test for soils, Grain size analysis. Indian Standard methods of test for soils. Bureau of Indian Standards, New Delhi pp 1–38

  40. IS 2720-Part-XIII (1992) Method of test for soils, Direct shear test. Indian Standard methods of test for soils. Bureau of Indian Standards, New Delhi, pp 1–13

  41. IS 2720-Part-XIV (1995) Method of test for soils, Determination of density index (relative density) of cohesionless soils. Indian Standard methods of test for soils. New Delhi: Bureau of Indian Standards, pp 1–14

  42. Tilak VB, Samadhiya NK (2018) Uplift capacities of inclined double-plate circular anchors at shallow depths in sand. In: Indian geotechnical conference, Indian Institute of Science, Bengaluru, India, pp 1–5

  43. Sutherland HB, Finlay TW, Fadl MO (1982) Uplift capacity of embedded anchors in sand. In: Proceedings of 3rd international conference on offshore structures, vol 2, Cambridge, Massachusetts, pp 451–463

  44. Tagaya K, Scott RF, Aboshi H (1988) Scale effect in anchor pullout test by centrifugal technique. Soils Found 28(3):1–12

    Article  Google Scholar 

  45. Tsuha CHC, Aoki N, Rault G, Thorel L, Garnier J (2012) Evaluation of the efficiencies of helical anchor plates in sand by centrifuge model tests. Can Geotech J 49:1102–1114

    Article  Google Scholar 

  46. Hao D, Wang D, O’Loughlin CD, Gaudin C (2019) Tensile monotonic capacity of helical anchors in sand: interaction between helices. Can Geotech J 56:1534–1543

    Article  Google Scholar 

  47. Lutenegger AL (2011) Behavior of multi-helix screw anchors in sand. In: Pan-Am CGS geotechnical conference, Toronto, Ontario

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to B. Vidya Tilak.

Additional information

Publisher's Note

Springer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations.

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Tilak, B.V., Samadhiya, N.K. Pullout capacity of multi-plate horizontal anchors in sand: an experimental study. Acta Geotech. 16, 2851–2875 (2021). https://doi.org/10.1007/s11440-021-01173-1

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s11440-021-01173-1

Keywords

Navigation