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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J. Kuzma, “Experimentalne merania na stienkových zakladach namàhanych sikmýn tahom,” in: Sučasný Stav Mechaniky Zemin v CSSR, SSM, Tatranska, Lomnica (1975).
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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
- Experimental Study
- Surface Roughness
- Civil Engineer
- Structural Foundation
- Hydraulic Engineer