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Determination of bearing capacity of driven piles from results of soil tests using standard piles

  • Foundation Engineering
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Soil Mechanics and Foundation Engineering Aims and scope

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Literature cited

  1. Yu. G. Trofimenkov and L. G. Mariupol'skii, "Use of small-section stock piles for determining the bearing capacity of pile foundations," Osn. Fundam. Mekh. Gruntov, No. 5 (1978).

  2. L. G. Mariupol'skii, "Prediction of settlement-load graphs for driven piles from results of tests of stock piles of small section," in: Collection No. 76 of the Scientific-Research Institute of Foundations. Strength, Stability, and Thermal Interaction with Soil of Foundations on Natural Bases [in Russian], Stroiizdat, Moscow (1981).

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  3. S. S. Vyalov, L. G. Mariupol'skii, M. E. Slepak, and I. A. Matiashevich, "Friction Piles in Clay Soils," Proceedings of the Tenth International Conference on Soil Mechanics and Foundation Engineering, Vol. II, Stockholm (1981).

  4. Provisional Instructions for Determination of the Bearing Capacity of Soils by Means of Stock Metal Piles 108 and 114 mm in Diameter (VU 12–80) [in Russian], UkrGIINTIZ, Kiev (1980).

  5. GOST 24942-81, Soils. Methods of Field Tests Using Standard Piles [in Russian], Standartov, Moscow (1981).

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Scientific-Research Institute of Bases and Underground Structures. Fundamentproekt. Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 1, pp. 10–12, January–February, 1983.

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Mariupol'skii, L.G., Matyashevich, I.A. Determination of bearing capacity of driven piles from results of soil tests using standard piles. Soil Mech Found Eng 20, 9–13 (1983). https://doi.org/10.1007/BF01710469

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