I'm not a concrete mix design expert by any means, but I disagree with this post on a few levels. Concrete strength is derived from multiple sources, and grain interlocking is just one of them. I think recent research has shown that grain interlocking does not play a large role in concrete strength. It's unclear to me if your post is talking about grain interlocking or cement/aggregate bonding. I'm not up to speed on research in this area, but I do not believe that you can have a rounded sand that is so smooth that bonding doesn't occur and the idea that the concrete "turns to dust" under any serious load is something that I personally have never heard of.
In fact, the more angular the aggregate is the less workable the concrete becomes. There is a sweet spot of angularity that is desired. I believe the main advantage to increased angularity is in durability (which is due to interlocking, I think, as well as increased void ratio leading to better air entrainment).
Also - the size of the grains is more important than angularity, so I also disagree with the statement that sand "as fine as possible" can be useful for construction work in the context of concrete. While tautologically true because anything too fine (passing #200) would be classified as a silt instead of a sand, the way that it's written is deceptive.