Abstract
An engineering procedure is presented for analysis of the tilts of eccentrically loaded pile groups; this procedure accounts for the length of the piles and the spatial flexibility of the foundations. It is based on results of analysis and codification of a large volume of experimental research on the performance of eccentrically loaded pile foundations under various soil conditions.
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References
V. V. Znamenskii, V. I. Kudinov, and E. P. Znamenskaya, “Experimental investigations of laws governing tilt development for eccentrically loaded pile groups,” in:Improvement of Methods of Analysis and Installation Procedures for Pile Foundations: Proceedings of the Fourth International Conference on Problems of Pile-Foundation Engineering [in Russian], Part II, Perm’ (1994), 32–34.
V. V. Znamenskii and M. El Shanafani, “Engineering method of analyzing the tilts of eccentrically loaded pile groups,” in:Improvement of Methods of Analysis and Installation Procedures for Pile Foundations: Proceedings of the Fourth International Conference on Problems of Pile-Foundation Engineering [in Russian], Part I, Perm’ (1994), 101–105.
S. B. Ukhov, V. V. Znamenskii, and N. M. Kardanov, “Consideration of foundation flexibility in determining design loads on piles of eccentrically loaded groups,”Osn., Fundam. Mekh. Gruntov, No. 2, 2–4 (1993).
V. V. Ledenev and R. S. Shelyapin, “Approximate determination of the tilt of a circular embedded foundation,”Stroit. Arkhit., No. 11, 36–38 (1970).
Additional information
Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 2, pp. 12–14, March–April, 2000.
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Znamenskii, V.V. Engineering method of analyzing the tilting of eccentrically loaded pile groups. Soil Mech Found Eng 37, 42–45 (2000). https://doi.org/10.1007/BF02469123
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DOI: https://doi.org/10.1007/BF02469123