In C-S-H there is no strict ratio of silicate to calcium (usually around 0.4-0.5). It is dependent on the ratio of alite to belite in the original cement mix, and also what proportion of the Portland cement, if any, has been replaced by a cement replacing material.
During hydration, C-S-H expands into any capillary pores present in the cement and forms much smaller gel pores within its structure; these don’t have a structural capacity but reduces porosity.
C-S-H is directly vulnerable to thaumasite sulphate attack in situations where sulphates, carbonates and water are present in cool temperatures.
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