andrew gayton
Member
- Messages
- 527
Moo
so, london stocks?
bed and perp joint width?
this will dictate aggregate selection and lime content (see above methodology)
I would always use non hydraulic lime, but this needs more operator input and aftercare than using hydraulic, so working on the assumption that your stocks are quite dense, perhaps your builder would be better off using a feebly hydraulic lime (NHL2) .............
so, london stocks?
bed and perp joint width?
this will dictate aggregate selection and lime content (see above methodology)
I would always use non hydraulic lime, but this needs more operator input and aftercare than using hydraulic, so working on the assumption that your stocks are quite dense, perhaps your builder would be better off using a feebly hydraulic lime (NHL2) .............