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Determination of bed settlements induced by a load uniformly distributed over the area of a right-angle triangle

  • Soil Mechanics
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Soil Mechanics and Foundation Engineering Aims and scope

Abstract

Recommendations are presented for determination of the settlement of a linearly deformable half space due to a load uniformly distributed over the area of an arbitrarily configured polygon.

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References

  1. Building Code 50-101-2004, Code of Rules for Design And Construction. Design And Installation of Beds and Foundations for Buildings And Structures [in Russian].

  2. V. S. Rybin, “Determination of settlement at various points of a bed subject to a uniform load distributed over the area of a rectangle,” Osn., Fundam. Mekh. Gruntov (1983).

  3. V. S. Rybin, Foundation Design for Reconstructed Buildings [in Russian], Stroiizdat, Moscow (1990).

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  4. Construction Rule And Regulation 2.02.01-83*, Beds of Buildings And Structures [in Russian].

  5. V. S. Rybin and V. E. Zakharchenko, “Vertical stresses induced in the layer of a bed by a load uniformly distributed over the area of a polygon,” Osn., Fundam. Mekh. Gruntov, No. 5, 26–27 (1981).

  6. A. A. Kal’nitskii and L. M. Peshkovskii, Analysis And Construction of Reinforced-Concrete Foundations for Civil And Industrial Buildings And Structures [in Russian], Vysshaya Shlola, Moscow (1974).

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Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 4, pp. 2–4, July–August, 2006.

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Rybin, V.S., Rybina, L.V. Determination of bed settlements induced by a load uniformly distributed over the area of a right-angle triangle. Soil Mech Found Eng 43, 115–118 (2006). https://doi.org/10.1007/s11204-006-0033-3

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  • DOI: https://doi.org/10.1007/s11204-006-0033-3

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