I'm a little over half way through the first video.
Alot of what is stated lines up with my research other than it is not quantified into a design guide or international code. For example, how thick to make walls to get them to perform (breath, etc) per a climate zone. My research and lab test I have seen says only an inch or two in from the surfaces is needed and a thermal brake.
At 32 min the shaker table test were interesting. The way that test is set up is not really replica of how earthquakes hammer earth construction from below. It sounds like Berkley, CA did the better test and there are some on Strawbale they did that did well too @ richter 7 ish reinforce with steel mesh and bar I do not personally like since it corrodes. I think if you pay a little more for s-glass or bassalt rebar it will sustain longer. New Mexico has seismic earth code to follow, check with Albuquerque building and safety office(BSO). Of course PS sound has it's own building code you will want to follow if in a non-permit rural zone anyway.
Earth construction in PS is going to take a knowledge base from an Architect and PE, and BSO office with decades of proven builds in the area, otherwise, it is a real risk for the average homeowner/DIY earthen blocks included. It is not just the foundation, it is the roof to the foundation as a seismic system that needs to be designed properly. The loads from below react at the top of the walls where all the weight is that cause shear failure the steel grid resisted and the earth stand alone fails miserably. . Dangerous!
Thanks for the vids Mike, I may have some more comments.

The guys trying to push earth blocks there are other forms such as CMU's/ ICF's, that do just as well in seismic and high wind, flying debris, bullets, all over the internet he fails to mention. Wood does not do that great especially light framing...Yes the Texas A$M test of 150 mph studs were interesting solid
concrete @ 4" thick did well, roofs usually come off tho unless pored.
I tried to push earth codes here with seasonal tornados. The
city PE wanted to put rebar all through it since that is all he understands and we are in the lowest seismic zone in the country...he was concerned about national average 90 wind 3 sec gust most of the country
should design to and we use 2x4's and OSB for. I argued earth walls do not need it unless in seismic since they are 2-3 times thicker than 4" concrete or ICFs. Trying to explain to people that only understand concrete and wood is like pulling teeth. Next time someone says earth construction does not work in seismic show the video. I wish I could find Berkleys.