If this is all about building a stacked stone wall then a batter of 1:6 will be fine, ie. 6 vertical and 1 horizontal.
Consequently I'm not sure the coefficient of friction is going to come into the problem, since you now have a "gravity wall", ie. it's leaning backwards and as long as any loads from behind, vehicle impact, water pressure, direct UDL on top etc. etc. are less (by a factor of safety of about 2) than the wall reaction, then you'll be OK.
Calculate the above loads v's the actual weight of the wall. Anthony Tugwell
Project Director & Consulting Engineer - now in Australia