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Experience with the parallel-hole method for estimation of the active stresses in a concrete mass

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Hydrotechnical Construction Aims and scope

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References

  1. M. V. Kurlenya, V. D. Baryshnikov, and L. M. Gakhova, “On one approach to the evaluation and monitoring of the stress-strain state of water-development works,”,Gidrotekh. Stroit., No. 2, (1988).

  2. M. V. Kurlenya, V. D. Baryshnikov et al., “On the stress-strain state of the Nikolaevsk Deposit,”Fiz.-tekh. Probl. Razrab. Polezn. Iskop., No. 2, (1982).

  3. M. V. Kurlenya, V. D. Baryshnikov, G. F. Bobrov, S. N. Popov, and V. K. Fedorenko, Author's Certificate No. 877005, A method for determination of the SSS in a rock mass, Bulletin No. 15,Otkr. Izobr., No. 40, (1981).

  4. V. D. Baryshnikov, S. M. Popov et al., “Means of field determination of the elastic properties of rock in the parallel-hole method,”Fiz.-tekh. Probl. Razrab. Polezn. Iskop., No. 1, (1982).

  5. M. V. Kurlenya and S. N. Popov,Theoretical Bases of Stress Determination in Rocks [in Russian], Nauka, Moscow (1993).

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  6. V. I. Bryzgalov, N. A. Vul'fovich, and A. I. Efimenko, “Condition of the foundation bed of the dam for the sayano-Shushenskoe hydroelectric power plant in the zone of softening beneath the first column,”Gidrotekh. Stroit., No. 8, (1997).

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Authors
  1. M. V. Kurlenya
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  2. V. D. Baryshnikov
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  3. L. N. Gakhova
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Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 9, pp. 59–62, September, 1998.

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Kurlenya, M.V., Baryshnikov, V.D. & Gakhova, L.N. Experience with the parallel-hole method for estimation of the active stresses in a concrete mass. Hydrotechnical Construction 32, 540–544 (1998). https://doi.org/10.1007/BF02443674

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  • DOI: https://doi.org/10.1007/BF02443674

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