Abstract
Theoretical and experimental investigations of the use of impressed piles to strengthen the beds of foundations of buildings and eliminate their dangerous settlement caused by errors in design and work production are presented. The high efficiency of this method is demonstrated.
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References
E. M. Perlei, E. V. Svetinskii, and S. V. Gdalin, Pile Embedment by Means of Impression [in Russian], Leningradskii Dom Nauchno-tekhnicheskoi Propagandy, Leningrad (1983).
B. V. Bakholdin, Allowance for hydrodynamic stresses of the dispersal of pore pressure in determining the bearing capacity of piles, Proceedings of the Fifth European Conference on Soil Mechanics and Foundation Engineering [in Russian], Vol. 8 (1970), pp. 34–39.
Design and Installation of Foundations Formed from Piles Embedded by the Method of Impression: Guide Technical Materials RTM 36.44.12.2-90 [in Russia], Vsoyuznyi Nauchno-issledovatel'skii Institut Gidrotekhnicheskikh i Sanitarno-tekhnicheskikh Rabot, Saint Petersburg (1992).
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Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 3, pp. 25–27, May–June, 1997.
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Bakholdin, B.V., Perlei, E.M. & Svetinskii, E.V. Sinking of piles by impression. Soil Mech Found Eng 34, 96–99 (1997). https://doi.org/10.1007/BF02465081
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DOI: https://doi.org/10.1007/BF02465081