Great thread, and I am late to the party, but am also looking to use CEB in a stem wall application, and below grade. Hopefully, this doesn't hijack it too far off track.
I, too, am finding there is a transition from "really cheap and a few blocks an hour" to $65K +S/H to produce all the needed block in about one good day of running...and moreover, for aesthetics as much as anything, I am looking for 18" thick, which is its own challenge.
I saw the comment on the plate compactor, which was the search that led me here. In my case, I am entertaining the thought of using a 2nd hand hydraulic compactor head like you would put on an excavator (example -
https://www.impulse-evo.com/product/vibrating-compactor-impulse-v30/). 40 Hz, with a few T each impact should go a long way, and a simple weld onto the foot of the appropriate size, and let the whole thing slide on rails up and down (so no excavator). And use this as mold mold press, with additional weigh if needed. Then, as much width as I can get on 18" length, sacrificing time for width, if that makes sense.
This is from read an interesting journal article where the compaction was tied to some net total impact energy (
https://www.researchgate.net/publication/223019143_Performance_of_compacted_cement-stabilised_soil), and this apparently works better than the squish, the slow squish, and even the squish with a hold.
Unfortunately, I don't have one of these heads, so am looking for some degree of confidence before going to find one and build a test frame. I have to assume there is a minimum level of intensity needed, that is quite dependent on water content, and so a lot of testing....but hat assumes it has a hope of working in the first place. Hoping to find someone who has tried something like this for some pointers, or else point out the obvious flaw that i am missing?