Abstract:Construction of large hydraulic engineering installations and particularly high-head dams in folded mountain rock has placed fresh requirements on engineering geology. The calculation of dams on rock foundations, i.e., on elastic homogeneous and isotopic media with such heavy loadings on the foundation as represented by modern installations, results in big errors in evaluating stability and stress of the installations, in stability calculations for large rock slopes and the banks of reservoirs, in addition to … Show more
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