In Quebec, concrete tanks storing swine manure have been observed to d
eteriorate prematurely. Ice loads and thermal gradient; through the ta
nk wall have been identified as causal. Ice pressure load has been the
object of very few studies. Position, ice thickness, pressure, and te
mperature are the most important load factors. This study proposes a m
odel that predicts ice thickness in a manure tank according to the ave
rage temperatures of December, January, and February. The present arti
cle offers a model to compute the design ice thickness for a concrete
tank wall. The proposed model is based on manure ice thickness observa
tions for Quebec and Montreal. These measurements show a +/- 100 mm er
ror with the model. For Quebec and Montreal respectively, the model pr
edicts a design ice thickness of 340 and 260 mm.