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Accelerated Testing of Foundations in Tamped Trenches

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Soil Mechanics and Foundation Engineering Aims and scope

Abstract

Accelerated testing of foundations subject to vertical-impressing and moment-induced loads in tamped trenches by loading them in individual steps to 0.5-0.7 of the assigned load (here, the settlement-load curve obtained is extrapolated to the design load), and also by their eccentric loading is described. Results are cited for tests of foundations in tamped trenches during construction of a number of entities in accordance with these procedures.

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REFERENCES

  1. Guidelines for the Design And Installation of Foundations in Tamped Trenches [in Russian], Stroiizdat, Moscow (1981).

  2. 2. V. I. Krutov, Yu. A. Bagdasarov, and I. G. Rabinovich, Foundations in Tamped Trenches [in Russian], Stroiizdat, Moscow (1985).

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  3. D. I. Konstantinovskii and E. V. Tret'yakov, “Refinement of methods used to install foundations in tamped trenches beneath large-scale industrial structures,” Osn., Fundam. Mekh. Gruntov, No. 6, 18-20 (1987).

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

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Krutov, V.I., Kovalev, A.S. Accelerated Testing of Foundations in Tamped Trenches. Soil Mechanics and Foundation Engineering 39, 21–26 (2002). https://doi.org/10.1023/A:1015389805307

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  • DOI: https://doi.org/10.1023/A:1015389805307

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