I don’t think this is a good company or that it’s likely to be successful given how they’ve gone about it, but the poster you’re replying to just throws the kitchen sink at it.
The shitting over CNT in general is from a really nonsensical perspective - CNT concrete just being a competing mix, which is obviously going to be too expensive vs ordinary concrete, it is just nonsensical.
In that scenario who is even paying attention to any properties that are higher than the minimum? Like if the application has been designed with AS3600/5100.5 or equivalent standard properties for 32/40/50 MPa concrete obviously anything in excess of this is just irrelevant in procuring the concrete and CNT concrete won’t be cost competitive, but that misses the point and the actual problem with this company.
All this stuff like “concrete is a massive 150 year old industry for the big boys” could be applied to steel fibres if you approached them in the same silly way.
SFRC is not a competing type of concrete alongside a normal mix, use of steel fibres are going to be specified by the designer from the get go.
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