New equipment for monitoring water movement in cement-based materials with sub-millimeter resolution has been demonstrated. The initial experiments presented in this paper suggest that:
The implications of these observations for the field curing of concrete
have been discussed. At early ages, the movement of water from
less dense paste regions to regions of higher density could produce or
intensify local flaws. The ITZ regions in a concrete are one naturally
occuring area of higher w/c ratio that could contain large empty pores
due to self-desiccation and water rearrangement. Proper consideration
of pore structure and capillary forces can lead to the optimization
of the curing of high-performance concrete. Controlled permeability formwork
and saturated lightweight aggregates are two practical examples of the
application of these principles.
The results also have
implications for the application of repair materials to existing concrete.
If the concrete to be repaired is relatively dry and contains a fine
pore structure, it may "draw" out the needed curing water from the
repair
material, leading to insufficient strength development and cohesive
failure of the latter. Conversely, a repair material with a fine pore
structure may be able to draw needed curing water from the saturated original
material to offset any water lost to the external environment.