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Determination of the bearing capacity of driven piles by static probing with penetrometers equipped with a special friction sleeve

  • Foundation Engineering
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Soil Mechanics and Foundation Engineering Aims and scope

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Literature cited

  1. GOST 20069-81. Soils. Method of Field Testing by Static Probing [in Russian], Standartov, Moscow (1981).

  2. Construction Rule and Regulation II-17-77. Pile Foundations [in Russian], Stroiizdat, Moscow (1978).

  3. G. Sanglerat, T. V. Nhiem, M. Sejourne, and R. Andina, "Direct soil classification by static penetrometers with special friction sleeves," Proceedings of ESOPT, Vol. 2.2, Stockholm (1974), pp. 337–344.

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Authors
  1. L. G. Mariupol'skii
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  2. V. E. Ses'kov
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  3. G. S. Rodkevich
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Additional information

Scientific-Research Institute of Bases and Underground Structures. Institute of Construction and Architecture, State Committee of the USSR Council of Ministers for Construction of Affairs, Belorussian SSR. Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 1, pp. 10–12, January–February, 1986.

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Mariupol'skii, L.G., Ses'kov, V.E. & Rodkevich, G.S. Determination of the bearing capacity of driven piles by static probing with penetrometers equipped with a special friction sleeve. Soil Mech Found Eng 23, 7–10 (1986). https://doi.org/10.1007/BF01743389

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  • DOI: https://doi.org/10.1007/BF01743389

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