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Literature Cited
R. F. Gabbasov and G. K. Klein, “Calculation of underground pressure pipes with consideration of geometric nonlinearity,” Stroitel’naya Mekhanika i Raschet Sooruzhenii, No. 5 (1966).
G. K. Klein, “Determination of the bearing capacities of underground pipelines with respect to different limiting states,” Stroitel’stvo Trypoprovodov, No. 8 (1965).
L. M. Emel’yanov, “Calculation of underground flexible pipes,” Stroitel’naya Mekhanika i Raschet Sooruzhenii, No. 1 (1961).
O. E. Bugaeva, “Calculations of circular tunnel linings,” Izvestiya VNIIG im. B. E. Vedeneev,45, (1951).
Designer’s Handbook, Theoretical [in Russian], Stroiizdat (1960).
R. F. Gabbasov, “Determination of the bearing capacity of pipelines with consideration of physical and geometric nonlinearity,” Stroitel’stvo Truboprovodov, No. 12 (1968).
Additional information
Translated from Gidrotekhnicheskoe Stroitel’stvo, No. 10, pp. 17–19, October, 1970.
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Gabbasov, R.F. Calculation of flexible pipes for the joint action of an external load and internal pressure with consideration of passive earth pressure. Hydrotechnical Construction 4, 919–923 (1970). https://doi.org/10.1007/BF02435055
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DOI: https://doi.org/10.1007/BF02435055