The experimental behaviour of model pipelines embedded in polycrystall
ine ice is studied to improve the understanding of the behaviour of a
chilled buried pipeline subjected to frost heave. Two model pipelines
with slightly different radius to thickness ratios were subjected to p
rescribed displacement rates. Their behaviour was monitored until peak
strains corresponding to current acceptable strain limits, often refe
rred to as the wrinkling strains, were exceeded. The sizing of the mod
el pipelines and experimental setup are described and detailed procedu
res on polycrystalline ice sample preparation are given. Representativ
e core samples of polycrystalline ice were tested to determine its ela
stic and creep properties. The observed and predicted responses of str
ain histories in the pipeline are compared and acceptable agreement be
tween the responses is obtained.