Abstract
Equations are proposed for calculation of foundation settlements and the rates of their increase in the nonlinear stage of bed-soil deformation. The possibility of using bed reserves with respect to pressures is supported on the condition that the settlement is equal to the limiting allowable. The latter makes it possible to permit foundations with smaller dimensions; an example of the calculation is discussed.
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References
Construction Rule and Regulation 2.02-01-83, Beds of Buildings and Structures [in Russian].
M. V. Malyshev and N. S. Nikitina, “Calculation of foundation settlements for a nonlinear relationship between stresses and strains in the soils,” Osn., Fundam. Mekh. Gruntov, No. 2, 21–25 (1982).
M. V. Malyshev, Strength of Soils and Bed Stability of Structures [in Russian], Stroiizdat, Moscow (1994).
Manual on Bed Design for Buildings and Structures (for Construction Rule and Regulation 2.02.01-83) [in Russian], Stroiizdat, Moscow (1986).
S. B. Ukhov et al., Soil Mechanics, Beds, and Foundations [in Russian], Izd. ASV, Moscow (1994).
Additional information
Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 1, pp. 2–4, January–February, 1996.
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Malyshev, M.V. Prediction of the settlement of shallow foundations using both limiting-state criteria. Soil Mech Found Eng 33, 1–5 (1996). https://doi.org/10.1007/BF02354277
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DOI: https://doi.org/10.1007/BF02354277