Conclusions
1. When designing the foundations of the load-bearing components of industrial buildings, it is necessary to take into account the dynamic effect of operating machinery, the type of soil, the nature of their stratification, and the groundwater region.
2. In plants housing machines which apply dynamic loading, it is desirable to organize a systematic observation of foundation settlements with suitable instrumentation.
This is a preview of subscription content, log in via an institution to check access.
Similar content being viewed by others
Literature cited
Manual for Deformation Observations of Foundations of Buildings and Structures [in Russian], Stroiizdat, Moscow (1967).
S. F. Kobylyanskii and V. N. Soustin, "Measurement of column deformations by the side-leveling method, using securely fixed scales," Promyshl. Stroitel., No. 2 (1971).
T. P. Topchiyan, "Glauconites in clays and their effect on the deformational behavior of soils," Izv. Vuzov. Geol. Razvedka, No. 6 (1972).
Additional information
Penza Civil Engineering Institute. Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 2, pp. 6–8, March–April, 1975.
Rights and permissions
About this article
Cite this article
Chichkin, A.F., Kobylyatskii, S.F. & Koshkina, N.V. Settlement of columns of forging-and-pressing plant. Soil Mech Found Eng 12, 90–92 (1975). https://doi.org/10.1007/BF01705766
Issue Date:
DOI: https://doi.org/10.1007/BF01705766