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Experimental studies of slotted foundations for the supports of high-voltage lines

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Soil Mechanics and Foundation Engineering Aims and scope

Conclusions

The results of the tests that we conducted on full-scale prismatic foundations and their model with the proposed graph of curves in relative values revealed the variability of the limiting pullout forces at different angles that deviate from the vertical, for different sand densities, surface roughness, and ratios of foundation dimensions.

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Literature cited

  1. J. Kuzma, “Experimentalne merania na stienkových zakladach namàhanych sikmýn tahom,” in: Sučasný Stav Mechaniky Zemin v CSSR, SSM, Tatranska, Lomnica (1975).

  2. J. Jesenák, J. Kuzma, and M. Masarovičová, “Prizmatik foundation subjected to oblique pull,” in Proceedings of the Tenth CJSMFE, Stockholm (May 29, 1981).

  3. Yu. A. Sobolevskii and V. N. Sukhodoev, “Field test of cylindrical anchors under an inclined load,” Beds, Foundations, and Soil Mechanics [in Russian], Vysheishaya Shkola, Minsk (1973), pp. 196–201.

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  4. A. S. Kananyan, M. I. Nikitenko, Yu. A. Sobolevskii, and V. N. Sukhodoev, “Computing the beds of anchor foundations by the method of approximate modeling,” Énergetich. Stroit., No. 5, 68–72 (1987).

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Authors
  1. I. Kuzma
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  2. M. I. Nikitenko
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Additional information

Slovak Higher Technical School, Bratislava, Czechoslovak Socialist Republic. Bulgarian People's Republic. Translated from Osnovaniay, Fundamenty i Mekhanika Gruntov, No. 4, pp. 25–27, July–August, 1988.

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Kuzma, I., Nikitenko, M.I. Experimental studies of slotted foundations for the supports of high-voltage lines. Soil Mech Found Eng 25, 176–180 (1988). https://doi.org/10.1007/BF01709231

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  • DOI: https://doi.org/10.1007/BF01709231

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