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Analysis of the settlement of pile foundations under soil conditions of Astana

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Soil Mechanics and Foundation Engineering Aims and scope

Determination of the compression modulus E of the soil in the bed of large-dimension foundations is examined in examples of high-rise buildings on a pile base in Astana.

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References

  1. Z. G. Ter-Martirosyan and M. V. Proshin, “Geomechanical problems of high-rise construction,” Osn., Fundam. Mekh. Gruntov, No. 2, 15 (2006).

  2. M. I. Gobunov-Posadov, T. A. Malikova, and V. I. Solomin, Analysis of Stable-Bed Designs [in Russian], Stroiizdat, Moscow (1984), pp. 55–79.

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  3. V. V. Znamenskii, Performance of pile foundations in clayey soils and their analysis based on bed deformations: Author’s abstract of dissertation for Candidate of Technical Sciences, Moscow (1971).

  4. Building Code 50-102-2003. Design and Installation of Pile Foundations [in Russian].

  5. Construction Rule and Regulation RK 5.01-03-2002. Pile Foundations [in Russian].

  6. Building Code 50-101-2004. Design and Installation of Beds and Foundations of Buildings and Structures [in Russian].

  7. Building Code 23.13330.2011. Beds of Water-Development Works [in Russian].

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Authors and Affiliations

  1. L. N. Gumilev Eurasian National University, Astana, Kazakhstan

    A. Zh. Zhusupbekov, S. B. Enkebaev, R. E. Lukpanov & A. S. Tulebekova

Authors
  1. A. Zh. Zhusupbekov
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  2. S. B. Enkebaev
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  3. R. E. Lukpanov
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  4. A. S. Tulebekova
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Additional information

Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 3, pp. 14-17, May-June, 2012.

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Zhusupbekov, A.Z., Enkebaev, S.B., Lukpanov, R.E. et al. Analysis of the settlement of pile foundations under soil conditions of Astana. Soil Mech Found Eng 49, 99–104 (2012). https://doi.org/10.1007/s11204-012-9174-8

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  • DOI: https://doi.org/10.1007/s11204-012-9174-8

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