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Axisymmetric deformation of an elastic mass containing a hole

  • Soil Mechanics
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Soil Mechanics and Foundation Engineering Aims and scope

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Literature cited

  1. S. G. Lekhnitskii, "Determination of stresses in an elastic isotropic mass near a vertical cylindrical hole of circular cross section," Izv. Akad. Nauk SSSR, Otd. Tekh. Nauk, No. 7 (1938).

  2. C. K. Yongdahl and E. Sternberg, "Three-dimensional stress concentration around a cylindrical hole in a semi-infinite elastic body," Trans. ASME, Ser. E., J. Appl. Mech.,33, No. 4, 855–865 (1966).

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  3. V. Z. Vasil'ev, "Axisymmetric deformation of an elastic isotropic half space with an infinite cylindrical hole," Izv. Akad. Nauk SSSR, Mekh. Tverd. Tela, No. 5 (1968).

  4. V. Z. Vasil'ev, "Axisymmetric deformation of a half space with a rigid semi-infinite cylindrical inclusion," Izv. Vyssh. Uchebn. Zaved., Stroit. Arkhit., No. 6 (1969).

  5. V. A. Ditkin and A. P. Prudnikov, Integral Transformations and Operational Calculus [in Russian], Fizmatgiz, Moscow (1961).

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Authors and Affiliations

  1. V. I. Ul'yanov (Lenin) Leningrad Electrical Engineering Institute, USSR

    V. Z. Vasil'ev

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  1. V. Z. Vasil'ev
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Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 1, pp. 34–37, January–February, 1977.

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Vasil'ev, V.Z. Axisymmetric deformation of an elastic mass containing a hole. Soil Mech Found Eng 14, 63–68 (1977). https://doi.org/10.1007/BF02094046

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  • DOI: https://doi.org/10.1007/BF02094046

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