Here is a question for all you stone foundation veterans: My stone foundation is in mixed but OK shape - there is one large 1/4-1/2" crack, and a number of gaps large enough to fit a few fingers, but with a decent sized cavity behind them. The foundation has a lot of old lime mortar, plus a modest amount of portland cement patching on certain walls. I understand the prevailing wisdom about how portland cement should not be used to seal up an old foundation that already has lime mortar because it will trap the moisture and degrade the remaining lime mortar.
Now... I am looking to do a couple things:
1. Get the big cracks and cavities locked up tight to keep the wall sound. (Planning some drainage improvements on the outside, but want to feel good about the state of the foundation before I start digging out there...)
I am wondering if squeezing grout into the larger cavities (particularly the crack) might be most effective in those locations because a runnier grout plus gravity will go places that no mason's tool can. I'm thinking that if used strategically, my foundation will still breathe fine
2. Do some basic re-pointing in the areas that have crumbling mortar (some of which is portland based). Any downside to using lime mortar in areas where the portland is starting to break away?
3. Re-morter the junction between foundation and sill (and POSSIBLY laying a new bed of mortar for the sill in a couple sports that need sill work). Do I go for pure strength or something with a little more plasticity to get along better with my ever-settling foundation?
