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- W2196601970 abstract "Wastes of uranium mining in the former East Germany were disposed in old openpit mines and valleys,which are bordered with rockfill dams. The soil material in these tailings have grain sizes from clay to middle sand. Resulting from partially high water contents the soil material have thixotropical conditions. Long-term protection of these tailings required a dam-stability design due to seismic loading. The ground is formed by metamorphic clay shales or middle-strong sand- and claystones. An analysis of regional seismicity showed value for the seismic site intensity from 7 to 8 degrees at MSK-scale. The computation of the dynamic stresses and strains in the dams were performed in the time-domain by finite-element analyses by the method of Seed. Dynamic soil properties were determined by resonant column and cyclic triaxial tests in connection with in situ borehole tests. For the dam stability analysis the classic theory of failure circle surfaces was used whereby the material softening due to dynamic loading was taken into account." @default.
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- W2196601970 date "1970-01-01" @default.
- W2196601970 modified "2023-09-23" @default.
- W2196601970 title "Seismic Stability Of Tailing Dams For The Uranium Industry" @default.
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- W2196601970 doi "https://doi.org/10.2495/sdee930341" @default.
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