Discussion
E. Kopaygorodskiy: Have you studied the mechanical properties of the sail and the keel?
J. Hnatiuk: We realize that the mechanical properties of pressure-ridge ice are important and performed some Brazil, compressive and tensile strength tests. The results were rather lower than expected, probably because of difficulties with specimen preparation. One can also infer the ice strength from a knowledge of its brine concentration and temperature.
Kopaygorodskiy: How does the load imposed on a structure by a pressure ridge compare with that due to a smooth sheet of ice?
Hnatiuk: The loads imposed will certainly be higher than for sheet ice, but have not been measured by us. Some measurements on thinner ridges have been made by Imperial Oil.
W. F. Weeks: Most parts of multi-year ridge ice behave like cold, low-salinity ice. We might consider sea ice to be a composite of this ridge ice and thinner sheet ice in evaluating its mechanical properties and the loading effect on structures.
Kopaygorodskiy: Were any attempts made to develop a laboratory model of pressure ridges?
Hnatiuk: We have certainly considered a model, but this has not yet been done.
D. Bruce: Could you comment on the soil characteristics at the location of the deep ice scour?
Hnatiuk: In the Mackenzie Delta this is clay or silty clay. Further north the soil is more sandy.
H. Fangel: Can any indication be given of the age of grounded ice islands in the Beaufort Sea?
Hnatiuk: The fact that the thickness has decreased from about 55 m on calving at Ellesmere Island to about 25 m on grounding may give some clue. A substantial calving in the mid 60s resulted in several fragments being grounded on the Alaska coast in 1972. Perhaps our fragments are of a similar age.
S. F. Ackley: Were your island fragments observed to remain throughout the summer, or were they carried away during the ice-free period?
Hnatiuk: Our fragments all moved out the next season, though some stayed till close to the end of the summer.