This is a preview of subscription content, log in via an institution to check access.
Literature Cited
A. R. Berezinskii and D. F. Gerstle, “Design diagram for a spillway on hollow piles and the method of static design computation for its foundation,” Gidrotekh. Stroit., No. 2 (1968).
G. D. Bodrov and N. S. Efimova, “Resistance to freezing of prestressed concrete,” Sb. Trudov LIIZhT,243 (1965).
V. M. Moskvin and A. M. Podval'nyi, “Resistance to freezing and life expectancy of reinforced-concrete structures,” Trudy NIIZhB,15 (1960).
E. V. Lavrinovich, O. A. Savinov, et al., “Glued joints of hollow concrete piles,” Transp. Stroit., No. 5 (1965).
M. G. Tseitlin and Yu. V. Zhachkin, “One cause of hollow reinforced-pile failure during driving with vibrator,” Trudy VNIIGS,24 (1967).
E. V. Lavrinovich, V. N. Filippov, V. M. Pyatetskii, and I. K. Killian, “Formation of cracks in hollow piles with freezing,” Transp. Stroit., No. 10 (1967).
Additional information
Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 7, pp. 45–47, July, 1969.
Rights and permissions
About this article
Cite this article
Savinov, O.A., Lavrinovich, E.V. Employment of hollow piles for hydraulic structures. Hydrotechnical Construction 3, 650–653 (1969). https://doi.org/10.1007/BF02399037
Issue Date:
DOI: https://doi.org/10.1007/BF02399037