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Experience of Using Multi-Blade Screw Piles in Silt-Loam Soil Foundation

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Soil Mechanics and Foundation Engineering Aims and scope

The paper considers certain aspects of designing effective screw pile constructions. A calculation procedure is presented, which accounts for the specifics of mechanical interaction of a multi-blade screw pile with soil by using a nonlinear elastic-plastic model.

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References

  1. A. G. Alekseyev, S. G. Bezvolev, P. M. Sazonov, and A. A. Zvezdov, About the need to study the functioning of screw piles and updating the design codes for screw-pile foundations, Promyshlennoe i Grazhdanskoe Stroitelstvo, No.1, 43-47 (2018).

    Google Scholar 

  2. A. I. Polishchuk and F. A. Maksimov, Engineering method of calculating the settlement of a two-blade screw pile in clay soil, Osn. Fundam. Mech. Gruntov, No.6, 9-14 (2017).

    Google Scholar 

  3. R. M. Hoyt and S. P. Clemence, Uplift Capacity of Helical Anchors in Soil, Proc. of the 12th Int. Conf. on Soil Mechanics and Foundation Engineering, Rio de Janeiro, 2, 1019-1022 (1989).

    Google Scholar 

  4. V. N. Zhelezkov, Screw Piles in Power and Other Construction Industries, Pragma, St. Petersburg (2004).

    Google Scholar 

  5. H. A. Perko, Helical Piles: a Practical Guide to Design and Installation, John Wiley & Sons, Hoboken (2009).

    Book  Google Scholar 

  6. Rules and Regulations (SP) 24.13330.2011, SNiP 2.02.03-85, Pile foundations, Revised edition.

  7. Yu. G. Trofimenkov and L. G. Mariupolskii, Screw piles as foundations of masts and power line towers, Osn. Fundam. Mech. Gruntov, No.4, 15-19 (1964).

  8. Helical-Pier Foundation System, A.B. Chance Co. Manufacturer technical support document. Centralia, MO: A.B. Chance (1993).

  9. M. P. Mitsch and S. P. Clemence, The uplift capacity of helix anchors and sand, Uplift behavior of anchor foundations in soil, Proceedings of ASCE, New York, N.Y, 26-47 (1985).

  10. S. N. Rao, Y.V.S.N. Prasad, and M. D. Shetty, The behavior of model screw piles in cohesive soils, Soil and Foundations, 31, No.2, 35-50 (1991).

    Article  Google Scholar 

  11. Recommendations on designing foundations in karstified lands, NIIOSP, Moscow (1985).

  12. PLAXIS 2D Finite Elements Code for Soil and Rock Analysis, 8, Abingdon e. a., Balkema (2002).

  13. J. G. Potyondy, Skin friction between various soils and construction materials, Geotechnique, 11(4), 309-353 (1961).

    Article  Google Scholar 

  14. P. W. Mayne and F. H. Kulhawy, K0-OCR-Relationship in Soil, J. Geotech. Eng. Div., ASCE, 108, No.6, 851-872 (1982).

    Google Scholar 

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Correspondence to P. M. Sazonov.

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Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 6, pp. 14-20, November-December, 2018.

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Alekseev, A.G., Bezvolev, S.G. & Sazonov, P.M. Experience of Using Multi-Blade Screw Piles in Silt-Loam Soil Foundation. Soil Mech Found Eng 55, 387–393 (2019). https://doi.org/10.1007/s11204-019-09553-2

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  • DOI: https://doi.org/10.1007/s11204-019-09553-2

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