volume 13, issue 2, P127-138 1976
DOI: 10.1139/t76-014
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Abstract: The paper describes a technique for measuring the pressure generated when heaving is restrained in a frozen soil, freezing being achieved by thermoelectric cooling. Although steps were taken to minimize side wall resistance between the specimen and the test mould significant under-estimation of the pressure was unavoidable and further work is necessary to accurately quantify the resistance.The tests were performed on specimens of unbound and cement stabilized colliery shale, both unburnt and burnt shales bein…

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