The pressure exerted by the material stored in rectangular flexible-wa
ll silos is investigated during filling. Tests on a large-scale steel
model silo with a pyramidal hopper showed that the stress state of the
material stored is influenced significantly by the wall flexibility a
nd boundary conditions. The measured wall pressures were very differen
t from pressures predicted by traditional theories and existing design
codes. This is because most traditional theories were developed for r
igid-wall circular silos and ignored the effects of interaction betwee
n stored material and structure. The causes of the observed pressure r
edistribution are explained.