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Experimental Investigation of the Bearing Capacity of Piles Injected into Predrilled Holes in the Foundation Bed of the Odessa Opera and Ballet Theater

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Soil Mechanics and Foundation Engineering Aims and scope

Abstract

Results are presented for complex investigations of the strength and deformation properties of soils in the foundation bed of the Odessa Opera and Ballet Theater, which were conducted with plates and the testing of piles cast in predrilled holes. The procedure employed for the investigations is described. Piles injected into predrilled holes and their segments are tested to determine the friction along the lateral surface within the limits of bed sections that are, and are not prone to slump-type settlement. Actual compressive strengths are obtained for the bed soils along the lower surface of the piles, and also the resistance along the lateral surface.

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REFERENCES

  1. V. V. Askalonov, Silicification of Loess Soils [in Russian], Stroiizdat, Moscow (1959).

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  2. D. E. Arshakuni and V. N. Golubkov, “Results of 20 years of observations of the stabilization method of single-grout silicification of the bed of the Odessa Opera and Ballet Theater,” Osn., Fundam. Mekh. Gruntov, No. 5, 16-17 (1979).

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Author information

Authors and Affiliations

  1. Construction Academy of the Ukraine, Ukraine

    L. I. Kolesnikov

  2. Odessa State Academy of Construction and Architecture, Odessa

    Yu. F. Tugaenko, R. M. Kodryanova & V. M. Karpyuk

  3. Russian Academy of Architecture and Construction Sciences, Russia

    V. A. Il'ichev

  4. Scientific-Research Institute of Foundations and Underground Structures, Russia

    V. A. Il'ichev & P. A. Konovalov

Authors
  1. L. I. Kolesnikov
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  2. Yu. F. Tugaenko
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  3. R. M. Kodryanova
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  4. V. M. Karpyuk
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  5. V. A. Il'ichev
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  6. P. A. Konovalov
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Kolesnikov, L.I., Tugaenko, Y.F., Kodryanova, R.M. et al. Experimental Investigation of the Bearing Capacity of Piles Injected into Predrilled Holes in the Foundation Bed of the Odessa Opera and Ballet Theater. Soil Mechanics and Foundation Engineering 37, 169–177 (2000). https://doi.org/10.1023/A:1005264419826

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  • DOI: https://doi.org/10.1023/A:1005264419826

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