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Photoelasticity investigation of the stresses near the faces of variously-shaped shafts

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Literature Cited

  1. S. G. Lekhnitskii, “Determination of the stresses in an elastic isotropic rock massif near a vertical cylindrical working of circular cross section,” Izv. Akad. Nauk SSSR, OTN, No. 7 (1938).

  2. V. Z. Vasil'ev, “Axisymmetric loading of a half-space weakened by a cylindrical working of finite depth,” Reports to Twenty-Secodn Scientific Conference of the Leningrad Structural Engineering Institute, section “Strength of Materials and Theoretical Mechanics,” Leningrad (1965).

  3. L. Feppl and É. Menkh, Practical Optical Models [in Russian], “Nauka,” Sib. Otd., Novosibirsk (1966).

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Authors and Affiliations

  1. All Union Scientific Research Institute of Mine Surveying, Leningrad, Russia

    N. S. Bulychev & G. A. Ievlev

Authors
  1. N. S. Bulychev
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  2. G. A. Ievlev
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Translated from Fiziko-Tekhnicheskie Problemy Razrabotki Poleznykh Iskopaemykh, No. 3, pp. 102–104, May–June, 1968.

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Bulychev, N.S., Ievlev, G.A. Photoelasticity investigation of the stresses near the faces of variously-shaped shafts. Soviet Mining Science 4, 290–292 (1968). https://doi.org/10.1007/BF02501555

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  • DOI: https://doi.org/10.1007/BF02501555

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