Dicksewerrat, I chose those dimensions as hypothetical values with a hypothetical function of the jet grout. I agree it may not function as a SOE as described but the design details are not in the scope of my work. My main concern is that the jet grout must be low permeability to act as a water...
I am wondering if anyone has used the RMR system or Q system to rate or determine the mass strength of anything other than rocks such as unique concretes like soilcrete.
I am trying to apply the RMR or Q system to insitu Jet Grout material. I am having issues as the RMR system is mainly...
