Abstract
Numerical analysis of the stressed-strained states of a dam with an asphalt concrete water wall are performed.
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References
L. N. Rasskazov and J. Djha, “Deformability and strength of rocks in analysis of high rock-fill dams,” Gidrotekh. Stroit., No. 7 (1977).
L. N. Rasskazov and Kh. S. Sherimbetov, “Properties of asphalt-concrete membranes and walls in rock-fill dams,” Gidrotekh. Stroit., No. 7 (1989).
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M. P. Sainov, “Specifics of analysis of the stressed-strained state of rock-fill dams with ferroconcrete walls,” Vestnik MGSU, No. 2 (2006).
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Translated from Gidrotekhnicheskoe Stroitel’stvo, No. 10, October 2006, pp. 29–33.
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Rasskazov, L.N., Sainov, M.P. & Thuan, H.M. Three-dimensional stressed state of the asphalt-concrete wall in a rock-fill dam. Power Technol Eng 40, 352–356 (2006). https://doi.org/10.1007/s10749-006-0076-7
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DOI: https://doi.org/10.1007/s10749-006-0076-7