![]() Natural slope angles of fill after hydraulic placement are usually (very) gentle. Should the site be located in a seismic active region, it may also be required to analyse the response of the bunds to earthquake loading. If required, more complicated finite element analyses should be done. These analyses may include critical slip circle calculations, the verification of the bearing capacity and horizontal equilibrium. Stability analyses have to be undertaken to investigate the integrity of the bunds during the filling operations.
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