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Strength analysis of dock-type lock chambers and retaining walls

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Hydrotechnical Construction Aims and scope

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Literature Cited

  1. V. Kh. Gol’tsman, “Values and law of the depth distribution of the coefficient of resistance of backfill to displacement of vertical walls,” Gidrotekh. Stroit., No. 11, (1975).

  2. V. Kh. Gol’tsman and L. B. Sheinman, “Calculation of dock structures of lock chambers utilizing the data from full-scale observations (construction specifications),” Gidrotekh. Stroit., No. 10 (1976).

  3. Recomendations for Static Analysis of Tunnel Linings with the Aid of Electronic Computers (Methodological Aids for Computer Analysis of Hydraulic Structures) [in Russian], No. II, Gidroproekt, Moscow (1969).

  4. V. Kh. Gol’tsman, Analysis of Powerhouses and Spillways [in Russian], Énergiya, Moscow (1968).

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  1. V. Kh. Gol’tsman
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Translated from Gidrotekhnicheskoe Stroitel’stvo, No. 3, pp. 36–43, March, 1977.

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Gol’tsman, V.K. Strength analysis of dock-type lock chambers and retaining walls. Hydrotechnical Construction 11, 282–295 (1977). https://doi.org/10.1007/BF02399078

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  • DOI: https://doi.org/10.1007/BF02399078

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