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Deformation critical threshold estimation of Xiaowan ultrahigh arch dam with time-varying grey model
Publikováno v:
Water Science and Engineering, Vol 16, Iss 3, Pp 302-312 (2023)
The structural behavior of the Xiaowan ultrahigh arch dam is primarily influenced by external loads and time-varying characteristics of dam concrete and foundation rock mass during long-term operation. According to overload testing with a geological
Externí odkaz:
https://doaj.org/article/d8da2b7b249d4738b9ef9ff563537fb0