Rectangular planform silos have not been studied as often as their circular
counterparts, and relatively little detailed information exists in the lit
erature on pressure patterns which develop on their walls. This study used
a pilot-scale square planform funnel flow unstiffened steel silo with relat
ively flexible walls to investigate the patterns of pressures on filling, d
uring storage and during discharge. Two different free-flowing solids, sand
and pea gravel, were used. The silo was instrumented with wall pressure ce
lls, free field cells, strain gauges and displacement devices. From the ext
ensive collected data, some examples of measured pressures during filling a
nd discharge are presented, together with an introduction to the effects of
eccentric discharge. (C) 2000 Elsevier Science Ltd. All rights reserved.