The question goes like this.
If Mortar type M is rated for 2500 PSI(with some brands reaching almost 3000 psi). And standard 1-2-3 mix concrete is rated for 3000 PSI(which is good enough for almost every concrete application).
Different Types of Mortar Mixes
Type N, S, M Masonry Cement & Mortar - CEMEX USA
Then would there be a problem in using Mortar type M to make something like a patio? Since it is basically the same PSI as concrete?
The only differences I can foresee, is possibly a change in lateral strength(which could be offset with mesh reinforcement). Or that the smaller pore size of the mortar(since it uses finer sand) and its reduced permeability(as a result of the inclusion of lime), might change its water wicking/expansion behavior.
It seems to me that mortar is usually more "sticky" than concrete. So you would think its lateral strength would be greater than concrete. But when I tried to find information, most people's answers refer to "typical mortar". Which has compression strengths ranging from about 300-1500 psi(far lower than type M).
Obviously I shouldn't use 300-700 psi mortar to make a "slab". But I don't see why 2500 psi mortar would make a bad slab?
I say this because, I know they use cement for "CEB" blocks as a stabilizer(to prevent weathering) for making blocks out of basically plain old dirt(which is usually full of clay, and thus has more shrinkage).
Secondly, what about a 1-3 or 1-4 cement to sand ratio? Wouldn't that be able to make a sufficient patio slab?