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Seismic stress state of underground structures with consideration of the effect of the free surface

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Hydrotechnical Construction Aims and scope

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Literature cited

  1. SNiP II-7-81. Construction in Seismic Regions [in Russian], Izd. Standartov, Moscow (1982).

  2. V. M. Lyatkher, A. D. Kaptsan, and B. N. Ostroverkh, “Change in the intensity of ground motions with depth during approach of an elastic wave from below,” in: Abstracts of the Sixth All-Union Conference on Dynamics of Bases, Foundations, and Underground Structures [in Russian], Izv. VNIIG im. Vedeneeva, Leningrad (1985).

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  3. D. V. Manakhenko and S. G. Shul'man, “Problems of seismic stability of underground structures,” Izv. Vyssh. Uchebn. Zaved., Stroit. Arkhit., No. 8 (1980).

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  5. I. I. Gol'denblat, G. I. Kartsevadze, Sh. G. Napetvaridze, and I. A. Nikolaenko, Design of Earthquakeproof Hydraulic Transport and Special Structures [in Russian], Stroiizdat, Moscow (1971).

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  6. A. V. Dmokhovskii, “Stress concentration around solitary holes with a semicircular crown (as applied to mine workings),” Tr. MISI im. V. V. Kuibyshev, No. 73 (1970).

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Authors
  1. G. L. Khesin
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  2. I. Kh. Kostin
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  3. V. V. Nemchinov
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  4. E. V. Yureneva
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Translated from Gidrotekhicheskoe Stroitel'stvo, No. 7, pp. 13–17, July, 1987.

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Khesin, G.L., Kostin, I.K., Nemchinov, V.V. et al. Seismic stress state of underground structures with consideration of the effect of the free surface. Hydrotechnical Construction 21, 395–401 (1987). https://doi.org/10.1007/BF01427267

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  • DOI: https://doi.org/10.1007/BF01427267

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