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  2. 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 ...

  3. Self-healing concrete - Wikipedia

    en.wikipedia.org/wiki/Self-healing_concrete

    Autogenous self-healing crack. Self-healing concrete is characterized as the capability of concrete to fix its cracks on its own autogenously or autonomously. It not only seals the cracks but also partially or entirely recovers the mechanical properties of the structural elements. This kind of concrete is also known as self-repairing concrete.

  4. Foam Index - Wikipedia

    en.wikipedia.org/wiki/Foam_Index

    The Foam Index Test was developed to measure capacities of AEA for cement-mineral admixtures during concrete mixing. [ 2 ] The Foam Index Test is a laboratory titration procedure which determines the AEA absorption on fly ash or fly ash and cement mixtures.

  5. 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]

  6. The housing market is starting to crack—Sellers are cutting ...

    www.aol.com/finance/housing-market-starting...

    The housing market is starting to crack—Sellers are cutting prices at record levels as ‘You can no longer price based off of where sales were’ Sydney Lake November 6, 2023 at 5:12 PM

  7. 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: