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  2. Non-shrink grout - Wikipedia

    en.wikipedia.org/wiki/Non-shrink_grout

    Non-shrink grout being applied to tiles. Non-shrink grout is a hydraulic cement grout that, when hardened under stipulated test conditions, does not shrink, so its final volume is greater than or equal to the original installed volume.

  3. Ready-mix concrete - Wikipedia

    en.wikipedia.org/wiki/Ready-mix_concrete

    In the UK, ready-mixed concrete is specified either informally, by constituent weight or volume (1-2-4 or 1-3-6 being common mixes) or using the formal specification standards of the European standard EN 206+ A1, which is supplemented in the UK by BS 8500. This allows the customer to specify what the concrete has to be able to withstand in ...

  4. Concrete - Wikipedia

    en.wikipedia.org/wiki/Concrete

    Concrete strength values are usually specified as the lower-bound compressive strength of either a cylindrical or cubic specimen as determined by standard test procedures. The strengths of concrete is dictated by its function. Very low-strength—14 MPa (2,000 psi) or less—concrete may be used when the concrete must be lightweight. [105]

  5. Portland cement - Wikipedia

    en.wikipedia.org/wiki/Portland_cement

    The strength rises to 15 MPa at 3 days, 23 MPa at 1 week, 35 MPa at 4 weeks, and 41 MPa at 3 months. In principle, the strength continues to rise slowly as long as water is available for continued hydration, but concrete is usually allowed to dry out after a few weeks and this causes strength growth to stop.

  6. Quikrete Holdings, Inc. -- Moody's says Quikrete's ratings ...

    www.aol.com/news/quikrete-holdings-inc-moodys...

    Announcement: Moody's says Quikrete's ratings not impacted by announcement to acquire ForterraGlobal Credit Research - 23 Feb 2021New York, February 23, 2021 -- Moody's Investors Service commented ...

  7. Water–cement ratio - Wikipedia

    en.wikipedia.org/wiki/Water–cement_ratio

    More water is therefore used than is chemically and physically necessary to react with cement. Water–cement ratios in the range of 0.40 to 0.60 are typically used. For higher-strength concrete, lower w/c ratios are necessary, along with a plasticizer to increase flowability.