Abstract
Results are presented for solution of the problem of the limiting pressure of a ring foundation on a soil bed. Formulas and tables are given for practical calculations. Experimental data are cited for determination of the limiting pressure of an annular plate on a sandy bed. It is demonstrated that theoretical limiting-load values obtained on the basis of the proposed procedure do not exceed experimental values.
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References
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Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 2, pp. 2–4, March–April, 2006.
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Karaulov, A.M. Experimental and theoretical research on the bearing capacity of ring-foundation beds. Soil Mech Found Eng 43, 37–40 (2006). https://doi.org/10.1007/s11204-006-0021-7
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DOI: https://doi.org/10.1007/s11204-006-0021-7