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Analysis of the stress state in the rock or soil mass around a vertical borehole

  • 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, Ser. Tekhnicheskikh Nauk, No. 7 (1948).

  2. Yu. I. Solov'ev, "Solution of the three-dimensional axisymmetric problem of elasticity theory for multiply connected solids of rotation by means of generalized analytical functions," Dokl. Akad. Nauk SSSR,169, No. 2, Moscow (1966).

  3. Yu. I. Solov'ev, "The axisymmetric problem of the effect of forces distributed along flat and cylindrical surfaces within an elastic half-space," Izv. Vyssh. Uchebn. Zaved. Stroitel'stvo i Arkhitektura, No. 4 (1967).

  4. Yu. I. Solov'ev and F. F. Pleshakov, "The axisymmetric stress state of an elastic half-space with a cylindrical hole of finite depth," in: The Mechanics of a Deforming Solid and Construction Design [in Russian], Trudy NIIZhT, Novosibirskoe Knizhnoe Izdatel'stvo (1972).

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All-Union Scientific-Research, Planning, and Design Institute of Complex Automation in the Petroleum and Gas Industry. Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 1, pp. 36–38, January–February, 1976.

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Bulatov, V.V. Analysis of the stress state in the rock or soil mass around a vertical borehole. Soil Mech Found Eng 13, 66–69 (1976). https://doi.org/10.1007/BF01703042

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  • DOI: https://doi.org/10.1007/BF01703042

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