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Investigation of the state of stress of clays during pile driving

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Literature cited

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    A. A. Bartolomei, Calculation of Continuous Pile Foundations [in Russian], Stroiizdat (1972).

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    G. F. Novozhilov, "Investigation of the increase of the bearing capacity of piles with time in weak soils of Leningrad," in: Construction on Weak Soils [in Russian], Riga (1970).

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    A. E. Radugin, "Increase of the bearing capacity of short piles with time," Osnovaniya, Fundamenty i Mekhan. Gruntov, No. 2 (1969).

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    A. Zhumadylova, N. M. Doroshkevich, and Z. G. Ter-Martirosyan, "Problem of the increase of pile resistance with time," TsBTI, Ministerstvo Avtomobil'nogo Transporta (1970).

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    D. S. Baranov, "Some problems of measuring pressures in soils," in: Symposium Proceedings. Experimental Investigations of Engineering Structures [in Russian], No. 2, Leningrad (1965).

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Additional information

Scientific-Research Institute of Bases and Underground Structures. Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 5, pp. 7–9, September–October, 1973.

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Bakholdin, B.V., Bol'shakov, N.M. Investigation of the state of stress of clays during pile driving. Soil Mech Found Eng 10, 300–303 (1973). https://doi.org/10.1007/BF01705992

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  • Clay
  • Civil Engineer
  • Structural Foundation
  • Hydraulic Engineer
  • Pile Driving