Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Dynamic Reaction Analysis of Tailing Dams Under Earthquake
Abstract The nonlinear idiosyncrasy of soil in tailings dam with viscous damping can be simplified as oscillation system of equivalent viscoelasticity. By this means, dynamic reaction of tailings dam during earthquake is analyzed. Then peak acceleration of ground motion in base rock, predominant period and equivalent times of cyclic action are investigated. Acceleration reaction and isoline of principal stress of representative cross section during earthquake are discussed. The preliminary results show that dynamic reaction of dam during earthquake rests on earthquake inputting of base rock and mechanical specialty of tailings dam materials.
Dynamic Reaction Analysis of Tailing Dams Under Earthquake
Abstract The nonlinear idiosyncrasy of soil in tailings dam with viscous damping can be simplified as oscillation system of equivalent viscoelasticity. By this means, dynamic reaction of tailings dam during earthquake is analyzed. Then peak acceleration of ground motion in base rock, predominant period and equivalent times of cyclic action are investigated. Acceleration reaction and isoline of principal stress of representative cross section during earthquake are discussed. The preliminary results show that dynamic reaction of dam during earthquake rests on earthquake inputting of base rock and mechanical specialty of tailings dam materials.
Dynamic Reaction Analysis of Tailing Dams Under Earthquake
Xiong, Bao-Lin (Autor:in) / Wang, Xi-Liang (Autor:in) / Lu, Chun-Jiao (Autor:in)
Advances in Environmental Geotechnics ; 697-701
01.01.2010
5 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
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