Conclusions
1. Berezantsev's approximate solution is not recommended for determination of the limiting strength of the soil beneath the tips of sunken shafts, since the results of computations may be 30–40% on the high side in individual cases.
2. Vyrvo's solution obtained without consideration of the specific gravity of the soil produces good convergence only for determination of the limiting drag of the soil against shaft casings where the height of the soil core is no less than 0.5D and 2 m; values of pli are found to be on the high side by 16–45% in the remaining cases.
3. The limiting pressure of the tip against the soil for circular sunken shafts of any size can be determined using the solution of the plane problem of limiting equilibrium with the introduction of a correction factor that takes into account the axisymmetric stressed state of the soil. Errors do not exceed 4–5% in this case.
4. For a ratio n≥20, the results of solution of the axisymmetric and plane problems are in virtual agreement.
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Literature cited
V. G. Berezantsev, Axisymmetric Problem of the Theory of the Limiting Equilibrium of a Granular Medium [in Russian], Gosstroiizdat, Moscow (1952).
V. M. Vyrvo, "Determination of the limiting drag of soil against shaft casings," Osn., Fundam. Mekh. Gruntov, No. 3 (1964).
Institutional Construction Regulations 78-62. Technical Instructions for Computation of the Bearing Capacity of Sandy and Rocky Beds of Deep-Seated Foundations of Sectional Reinforced-Concrete Shells, Minstranstroi USSR (1962).
Construction Regulation 476-75. Instructions for the Design of Sunken Shafts Embedded in a Thixotropic Jacket, Stroiizdat, Moscow (1976).
V. A. Ivakhnyuk and N. B. Solov'ev, Construction, Design, and Computation of Sunken Shafts [in Russian], Tsentral'noe Byuro Tekhnicheskoi Informatsii, Mintyazhstroi SSSR (1971).
K. Haedicke, Grundungen, No. 2, Berlin (1970), p. 335.
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Additional information
All-Union Central State Institute for the Planning and Technical Development of the Ore Industry. Belorussian Technological Institute of Structural Materials. Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 4, pp. 22–24, July–August, 1983.
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Solov'ev, N.B., Savchenko, V.I. & Ivakhnyuk, V.A. Determination of the limiting strength of soil under the tips of sunken shafts. Soil Mech Found Eng 20, 167–171 (1983). https://doi.org/10.1007/BF01710936
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DOI: https://doi.org/10.1007/BF01710936