
doi: 10.1007/bf02473894
An earlier theory of frost action is further developed and its implications considered, particularly with regard to testing. Factors determining durability of paste, dimensions of sample, degree of saturation and rate of cooling are discussed. It is shown that cumulative residual expansion is a good indicator for testing frost resistance: samples can be evaluated after 10 to 15 freeze-thaw cycles. The results are discussed in relation to existing tests.
cement, résistance au gel, action du gel, frost resistance, gel dégel, freeze thaw cycles, Béton, effects of frost, ciment, Concrete
cement, résistance au gel, action du gel, frost resistance, gel dégel, freeze thaw cycles, Béton, effects of frost, ciment, Concrete
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