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				 The paper refers to a structural finite element analysis on the reservoirs for sludgefermentation subjected to static in-duty loads, at Glina Water Waste Treatment Plant. The purposewas to assess the stress and deformation states in subsequent erection and service conditions, toverify the design provisions and to emphasize the sensitivities, for a structure which was designedin the ‘80s based on analytical procedures. The results obtained on the numerical models highlightthe importance of the soil-structure interaction, in peculiar the one influenced by the soil massdeformability, on the overall structural response. Based on the calculated stresses, all structuralcomponents were verified according to the actual design codes at the ultimate limit state and theservice limit state (water tightness/crack emergence).

scientific journal. series mathematical modelling in civil engineering

Structural analisys of concrete pre-stressed reservoirs for sludge fermentation – water waste treatment plant bucharest – glina. numerical fem assessment of the structural response for static in-duty loads