Engineering method of analyzing the tilting of eccentrically loaded pile groups

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. Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 2, pp. 12–14, March–April, 2000.