A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
AbstractUniaxial compression tests were performed on laboratory-made polycrystalline ice at an octahedral stress of 0.1 MPa. Temperatures of the fluid surrounding the ice were closely controlled (variation <0.005°C) and ranged between −5°C and −0.01°C. All tests were run until strain rates passed through a minimum value (secondary strain) and one test at −0.5°C continued in tertiary strain, with an approximately constant strain rate to 22% total strain. Values of secondary strain rate were found to increase rapidly but smoothly as the melting point was approached with a six-fold increase in strain rate between −0.1°C and −0.01°C.
AbstractUniaxial compression tests were performed on laboratory-made polycrystalline ice at an octahedral stress of 0.1 MPa. Temperatures of the fluid surrounding the ice were closely controlled (variation <0.005°C) and ranged between −5°C and −0.01°C. All tests were run until strain rates passed through a minimum value (secondary strain) and one test at −0.5°C continued in tertiary strain, with an approximately constant strain rate to 22% total strain. Values of secondary strain rate were found to increase rapidly but smoothly as the melting point was approached with a six-fold increase in strain rate between −0.1°C and −0.01°C.
High-temperature ice creep tests
Morgan, V.I. (author)
Cold Regions, Science and Technology ; 19 ; 295-300
1990-10-01
6 pages
Article (Journal)
Electronic Resource
English
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