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Results of Laboratory Tests on Shk-150 Composite Sheet Piles

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Power Technology and Engineering Aims and scope

The structural behavior of ShK-150 composite sheet piles subject to two concentrated forces was studied. Single sheet piles of 4.0 m length were tested to failure, and the moment capacity and failure mechanism were determined. The loads on the piles were applied in such a way that only a bending moment without shear force acted in the span. The results obtained allowed us to determine the moment capacity of ShK-150 composite sheet piles. The results are compared with those of the previous tests.

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References

  1. http://www.wolfremediation.com

  2. http://www.creativepultrusions.com

  3. https://pultech.ru

  4. A. G. Nemolochnov, “Tests of composite sheet piling,” in: Proc. Int. Sci. Conf. on Integration, Partnership, and Innovations in Construction Science and Education [in Russian], Izd. NIU MGSU (2017), pp. 954 – 959.

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Authors and Affiliations

  1. JSC “Akvatik”, Moscow, Russia

    A. G. Nemolochnov

  2. Moscow State University of Civil Engineering, Moscow, Russia

    S. N. Levichev

  3. Moscow State University of Civil Engineering, Moscow, Russia

    I. M. Galimov

  4. JSC “Prestorus”, Moscow, Russia

    N. A. Zubachev

Authors
  1. A. G. Nemolochnov
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  2. S. N. Levichev
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  3. I. M. Galimov
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  4. N. A. Zubachev
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Corresponding author

Correspondence to A. G. Nemolochnov.

Additional information

Translated from Gidrotekhnicheskoe Stroitel’svo, No. 8, August 2019, pp. 18 – 21.

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Nemolochnov, A.G., Levichev, S.N., Galimov, I.M. et al. Results of Laboratory Tests on Shk-150 Composite Sheet Piles. Power Technol Eng 53, 549–552 (2020). https://doi.org/10.1007/s10749-020-01114-0

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  • DOI: https://doi.org/10.1007/s10749-020-01114-0

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