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Plastic settlement cracking

The stability of the concrete mix can be considered in terms of its cohesion , which is a subjective term used to describe its ability to maintain a homogeneous appearance when subjected to applied stress. Lack of cohesion leads to segregation of the mix components into layers relevant to their densities. A further term associated with mix stability is that of bleeding , which is the movement of water to the surface of the fresh concrete. This phenomenon can occur either in isolation or as a manifestation of segregation. Bleeding in excess is normally considered to be undesirable because of the dangers of water runs at the shutter/concrete interface and cracking due to plastic settlements, and there is also the possibility of adverse effect on the concrete-reinforcement bond due to the collection of water beneath the steel. [Pg.76]

Plastic settlement and plastic shrinkage cracks - occur within a few hours of casting. [Pg.198]

It is important to remember that corrosion is not the only deterioration mechanism in reinforced concrete. Alkali-sillica reactivity (ASR), freeze-thaw, plastic shrinkage, thermal movement, settlement and other movement can all lead to cracking and spalling of concrete. [Pg.46]

Plastic Cracking. Cracking in concrete before it has set and hardened. Its cause may be differential settlement, or shrinkage. [Pg.236]

Examples of uncontrolled cracking are cracks resulting from plastic shrinkage, settlement or an overload condition. [Pg.103]


See other pages where Plastic settlement cracking is mentioned: [Pg.596]    [Pg.597]    [Pg.597]    [Pg.596]    [Pg.597]    [Pg.597]    [Pg.77]    [Pg.58]    [Pg.49]    [Pg.274]    [Pg.330]    [Pg.2413]   


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Plastic cracking

Plastic settlement

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