biffvernon
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andrew gayton said:I am fully aware of the arguments for 1:3/1:4 mix............. but comparing them to historic mortars tells me that they can be too sandy and certainly not as forgiving as thos with a higher lime content. see summerlings work on lime/chalk aggregate/hair renders and plasters.
Ah yes, historic mortars. The lime you buy in a bag down the builders' merchant is 100% extremely fine particles so every bit of it counts as matrix not aggregate in the mortar. In historic mortars the crushing, grinding sieving process was all much more hit and miss so there would be a fair proprtion of lumps of lime. A mineral analysis of 1:3 calcite : quartz might not mean a mechanical analysis of 1:3 lime matrix : sand aggregate. With poorly ground and sieved lime you would need a higher proportion of lime.