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Lister Dam
Both classic evidence of the gaping joint and incremental discrete crack models were used to verify stability even in a damaged state.
Project description
Stability analyses of heavyweight walls (Lister Dam, Fürwiggetal Dam) belonging to the Ruhrverband Essen on behalf of the Ruhrverband, Essen
The heavyweight walls were modeled as 2D finite element models together with the subsoil and examined under combined loads from flow pressure, buoyancy, and other static loads as well as earthquake loads.
Both classic evidence of the gaping joint and incremental discrete crack models were used to verify stability even in a damaged state.
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