Results of investigation of variations in the stress-strain state of an “arch-dam–rock-bed” system on approaching the first limiting state (loss of the system’s bearing capacity) are analyzed.
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Translated from Gidrotekhnicheskoe Stroitel‘stvo, No. 9, September 2008, pp. 16–30.
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Mgalobelov, Y.B. Bearing capacity of an arch dam. Power Technol Eng 42, 309–322 (2008). https://doi.org/10.1007/s10749-009-0062-y
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DOI: https://doi.org/10.1007/s10749-009-0062-y