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Dynamic-Penetration Method for Bearing Capacity Determination of Precast Piles

  • Civil Engineering Research
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Soil Mechanics and Foundation Engineering Aims and scope

Recommendations are cited for determination of the bearing capacity of precast piles based on data derived from dynamic penetration of soils.

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References

  1. GOST 19912-2001. Soils. Methods for Field Testing of Static and Dynamic Penetration [in Russian].

  2. L. G. Mariupol'skii, Investigation of Soils for Design and Construction of Pile Foundations [in Russian] (1989).

  3. GOST 5686-94. Soils. Methods for Field Testing of Piles [in Russian].

  4. Municipal Building Code 5.01-101-2003. Design and Installation of Pile Foundations [in Russian], Astana (2005).

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Authors and Affiliations

  1. L. N. Gumilev Urasian National Universaity, Astana, Kazakhstan

    A. Zh. Zhusupbekov, N. T. Alibekova & I. O. Morev

Authors
  1. A. Zh. Zhusupbekov
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  2. N. T. Alibekova
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  3. I. O. Morev
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Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 2, pp. 29-32, March-April, 2014.

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Zhusupbekov, A.Z., Alibekova, N.T. & Morev, I.O. Dynamic-Penetration Method for Bearing Capacity Determination of Precast Piles. Soil Mech Found Eng 51, 100–104 (2014). https://doi.org/10.1007/s11204-014-9261-0

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  • DOI: https://doi.org/10.1007/s11204-014-9261-0

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