/npsi/ctrl?lang=en http://nparc.cisti-icist.nrc-cnrc.gc.ca/npsi/ctrl?lang=fr Access and use of this website and the material on it are subject to the Terms and Conditions set forth at
/npsi/ctrl?lang=en http://nparc.cisti-icist.nrc-cnrc.gc.ca/npsi/ctrl?lang=fr Access and use of this website and the material on it are subject to the Terms and Conditions set forth at
The principal engineering problems requiring knowledge concerning the properties of ice are prediction of the maximum force that ice might exert on a structure and determination of the load that can be placed safely on an ice cover. The properties of ice relevant to these problems are discussed. Particular attention is given to the dependence of Young's modulus on the frequency of the stress, strain-rate dependence of the yield and fracture strengths, and the ductile to brittle transition. It is shown that the strain-rate dependence of these properties is consistent with information on the stress dependence of dislocation velocity on the basal plane. The tensile and compressive strengths are also shown to be consistent with current theories of crack initiation and propagation.
/npsi/ctrl?lang=en http://nparc.cisti-icist.nrc-cnrc.gc.ca/npsi/ctrl?lang=fr Access and use of this website and the material on it are subject to the Terms and Conditions set forth at http://nparc.cisti-icist.nrc-cnrc.gc.ca/npsi/jsp/nparc_cp.jsp?lang=en NRC Publications Archive Archives des publications du CNRCThis publication could be one of several versions: author's original, accepted manuscript or the publisher's version. / La version de cette publication peut être l'une des suivantes : la version prépublication de l'auteur, la version acceptée du manuscrit ou la version de l'éditeur. Geotechnical Journal, 8, 2, pp. 170-181, 1971-05 Use of ice covers for transportation Gold, L. W. Canadian Use of Ice Covers for Transportation' L. W. GOLD Division of Building Research, National Research Council of Canada, Ottawa, CanadaReceived November 20, 1970Observations are reported on the failure and use of freshwater ice covers for vehicular traffic. The study showed that good quality ice covers can support loads of up to P = 250 ha, where P is the total load in pounds and h is the thickness of the ice in inches. Failures were reported, however, for loadings as low as P = 50 hZ. Factors contributing to the failure of covers for loading less than P = 250 h2 were: vehicle speed, thermal stress due to drop in
/npsi/ctrl?lang=en http://nparc.cisti-icist.nrc-cnrc.gc.ca/npsi/ctrl?lang=fr Access and use of this website and the material on it are subject to the Terms and Conditions set forth at http://nparc.cisti-icist.nrc-cnrc.gc.ca/npsi/jsp/nparc_cp.jsp?lang=en NRC Publications Archive Archives des publications du CNRCThis publication could be one of several versions: author's original, accepted manuscript or the publisher's version. / La version de cette publication peut être l'une des suivantes : la version prépublication de l'auteur, la version acceptée du manuscrit ou la version de l'éditeur. Physics, 38, 9, pp. 1137Physics, 38, 9, pp. -1148Physics, 38, 9, pp. , 1960 The cracking activity in ice during creep Gold, L. W. Canadian Journal of THE CRACKING ACTIVITY IN ICE DURING CREEP1ABSTRACT Observations were made at one temperature on the cracks that form in ice during creep under constant compressive load. The ice had a hexagonal symmetry with respect to the grain boundaries. The load was applied perpendicular to the lona axis of the grains. A piezoelectric crystal was used to detect the cracking actrvity in the ice.Two stages of cracking were observed. The first occurred during the transient period of tie creep, and ;he plane of these cracks tends to be parafie1 to the grain boundaries and to the direction of the stress. The rate at which these cracks formed decreased very markedly as the creep rate approached a constant value. Above a certain stress, the creep rate continuously increased with time. Under this condition the second stage of cracking was observed. These cracks tend to be more irregular in direction and to occur in planes that are at 45O to the applied stress. INTRODUCTIOSObservations on the elastic and creep behavior of ice under constant compressive stress have been carried out by Brown (1926). At lower stresses he observed a creep rate which, after the initial transient stage, tended to decrease with time to a constant value characteristic of the stress. At a critical stress range, between 190 and 200 p.s.i. for the temperature and load conditions of the experiment, the character of the creep-time curve changed radically from one for which the creep rate decreased with time to one for which it increased with time. The period of observation was never more than 3+ hours.Throughout his paper, Brown refers to internal cracking of the ice and associated audible "crackling" that occurred during a load test. Qualitatively, his comlnents indicate that the intensity of "cracltling" dependson the temperature and on the magnitude of the applied stress.The creep of ice and its general dependence on stress, temperature, and time is similar to that observed for many materials. Glen (1958), in his review of such investigations, found that the minimum observed strain rate is related to the applied stress according to the law: LManuscript
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