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Improving methods of determining the bearing capacity of driven piles using a standard pile and static penetration

  • Foundation Engineering
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Soil Mechanics and Foundation Engineering Aims and scope

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Literature cited

  1. GOST 24942-81. Soils. Methods of Field Testing with Standard Piles [in Russian].

  2. GOST 20069-81. Soils. Method of Field Testing by Static Penetration [in Russian].

  3. Construction Rule and Regulation II-17-77. Pile Foundations [in Russian].

  4. L. G. Mariupol'skii and I. A. Matyashevich, "Computing the bearing capacity of driven piles from the results of standard-pile tests of soils," Osn., Fundam. Mekh. Gruntov, No. 1, 10–12 (1983).

  5. I. S. Komarov, Accumulation and Processing of Data during Geologic-Engineering Investigations [in Russian], Nedra, Moscow (1972).

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  6. L. G. Mariupol'skii and A. V. Rostovtsev, "Effect of the method and regime of pile embedment on pile strength during static tests," Proceedings of the Scientific-Research Institute of Bases and Underground Structures [in Russian], No. 82 (1984), pp. 109–118.

  7. I. Kerisel, "Deep foundation in sands: variation of ultimate bearing capacity with soil density, depth, and diameter," Proceedings of the Fifth Conference on Soil Mechanics and Foundation Engineering, Vol. II, Paris (1961), p. 73.

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Authors
  1. L. G. Mariupol'skii
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  2. A. V. Rostovtsev
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  3. Yu. G. Trofimenkov
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  4. G. M. Leshin
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Additional information

Scientific-Research Institute of Bases and Underground Structures. State Institute for the Design and Planning of Beds and Foundations. Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 5, pp. 15–17, September–October, 1986.

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Mariupol'skii, L.G., Rostovtsev, A.V., Trofimenkov, Y.G. et al. Improving methods of determining the bearing capacity of driven piles using a standard pile and static penetration. Soil Mech Found Eng 23, 191–195 (1986). https://doi.org/10.1007/BF01711888

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  • DOI: https://doi.org/10.1007/BF01711888

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