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Modeling uplift and seepage forces in the photoelasticity method

  • Science: Theory, Experiment, Practice
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Hydrotechnical Construction Aims and scope

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References

  1. N. S. Rozanov and Ya. G. Skomarovskii, Model Investigations of the Statics of Hydraulic Structures [in Russian], Énergiya, Moscow (1975).

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  3. A. A. Khrapkov, “Static calculation of a structure together with the foundation under conditions of the two-dimensional problem,” Izv. VNIIG,74 (1964).

  4. G. L. Khesin and V. N. Savost'yanov, “Modeling the stress state of gravity dams under conditions of stage-by-stage construction,” Tr. MISI im. V. V. Kuibyshev, No. 40 (1962).

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The work was performed at the Experimental Mechanics Research Institute, Moscow State Construction University

Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 7, pp. 8–10, July, 1996.

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Savost'yanov, V.N., Agakhanov, A.K. Modeling uplift and seepage forces in the photoelasticity method. Hydrotechnical Construction 30, 377–380 (1996). https://doi.org/10.1007/BF02446417

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  • DOI: https://doi.org/10.1007/BF02446417

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