TECHNICAL NOTES
Nov 1, 1996

Lateral Capacity of Helical Piles in Clays

Publication: Journal of Geotechnical Engineering
Volume 122, Issue 11

Abstract

In this paper, the behavior of helical piles under lateral loads in clayey soils is examined through an experimental investigation on model piles. Tests were conducted on rigid helical piles with different numbers of plates. Model anchors were made of 13.8 mm diameter mild steel shafts to which mild steel plates of 33 mm diameter were welded. For comparison, a single straight shaft with a diameter of 13.8 mm was also tested. Test results revealed that the lateral capacity of helical piles is greater than that of straight shaft piles. A simple theoretical model is suggested to estimate the lateral capacity of rigid helical piles. The theoretical model suggested incorporates lateral resistance of the soil on the shaft, bearing resistance on the bottom of the helical plate, uplift resistance on the top of the helical plate, and frictional resistance on the surface of the helical plate. The validity of this model is examined.

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References

1.
Das, B. M.(1978). “Model test for uplift capacity of foundation in clay.”Soils and Found., 18(2), 17–24.
2.
Narasimha Rao, S., Prasad, Y. V. S. N., and Shetty, M. D.(1991). “The behaviour of model screw piles in cohesive soils.”Soils and Found., 31(2), 35–50.
3.
Narasimha Rao, S., and Prasad, Y. V. S. N.(1993). “Estimation of uplift capacity of helical pile anchors in clays.”J. Geotech. Engrg., ASCE, 119(2), 352–357.
4.
Poulos, H. G., and Davis, E. H. (1980). Pile foundation analysis and design . John Wiley and Sons, New York, N.Y.
5.
Prasad, Y. V. S. N., and Narasimha Rao, S.(1994). “Pullout behaviour of model pile and helical pile anchors subjected to lateral cyclic loading.”Can. Geotech. J., 31(1), 110–119.
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Skempton, A. W. (1951). “The bearing capacity of clays.”Proc., Build. Res. Congr., Vol. 1, 180–189.

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Go to Journal of Geotechnical Engineering
Journal of Geotechnical Engineering
Volume 122Issue 11November 1996
Pages: 938 - 941

History

Published online: Nov 1, 1996
Published in print: Nov 1996

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Authors

Affiliations

Yenumula V. S. N. Prasad
Post Doctoral Fellow, Fac. of Engrg. and Appl. Sci., Memorial University of Newfoundland, St. John's, Newfoundland, Canada A1B 3X5.
S. Narasimha Rao
Prof., Oc. Engrg. Ctr. and Civ. Engrg. Dept., Indian Institute of Technology, Madras - 600 036, India.

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