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  2. Pavement cracking - Wikipedia

    en.wikipedia.org/wiki/Pavement_cracking

    Different types of pavements develop different cracks. Type of cracking is also correlated with the type of climate and traffic. [ 1 ] [ 2 ] Sometimes the cracks are aggregated using an index such as Crack index , and sometimes they are merged with other distresses and are reported using Pavement Condition Index .

  3. Concrete degradation - Wikipedia

    en.wikipedia.org/wiki/Concrete_degradation

    The curing of concrete when it continues to harden after its initial setting and progressively develops its mechanical strength is a critical phase to avoid unwanted cracks in concrete. Depending on the temperature (summer or winter conditions) and thus on the cement hydration kinetics controlling the setting and hardening rate of concrete ...

  4. Pavers (flooring) - Wikipedia

    en.wikipedia.org/wiki/Pavers_(flooring)

    A concrete sand (specifically ASTM C33) bedding is preferable for building driveways with tighter joints (i.e., thinner cracks) because the sand is small enough to be raised up into the cracks when the pavers are compacted. This raised concrete sand helps lock the pavers in place so that they can handle more weight. [9] [10]

  5. Self-healing concrete - Wikipedia

    en.wikipedia.org/wiki/Self-healing_concrete

    On the other hand, concrete may be altered to provide self-healing capabilities for cracks. There are many solutions for improving autogenous healing by adding the admixtures, such as mineral additions, crystalline admixtures, and superabsorbent polymers. [6] Further, concrete can be modified to built-in autonomous self-healing techniques.

  6. Crack spacing of reinforced concrete - Wikipedia

    en.wikipedia.org/wiki/Crack_spacing_of...

    When a reinforced concrete member is put in tension, after cracking, the member elongates by widening of cracks and by formation of new cracks. Figure 1 Formation of internal cracks. Ignoring the small elastic strain in the concrete between the cracks, we can relate the crack width to the strain of the member by:

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