Technical articles 6 min read
Expanded clay or natural pumice? The difference in three numbers
Both are light and both get called pumice, but one comes out of a kiln and the other out of a quarry. The real difference is repeatability.
The first number: grading spread. Natural pumice is the product of a quarry, and its composition shifts from face to face and load to load. Industrial aggregate is produced and screened to a stated fraction — 4 to 10 mm, say — and the next consignment arrives in that same fraction. If you are working to a mix design, this is the only number that matters: a design that worked on one load has to work on the next.
The second number: water absorption. The porosity of natural pumice is open and irregular, so it takes up more water and less predictably. The closed shell on an expanded clay granule keeps absorption bounded and measurable, which is what lets you calculate a pre-soak instead of losing slump in transit.
The third number: crushing strength against bulk density. The fair comparison here is strength at equal density, not strength outright. The industrial granule, with its uniform structure and hard shell, returns a higher figure at the same density — and, more usefully, one that varies less.
So where is natural pumice enough? Where the job is filling rather than carrying: dead space, uncritical falls, and projects close enough to a quarry that haulage decides the cost. On that work, consistency is not worth what you pay for it.
And where is it not? Anywhere the number has to repeat: structural lightweight concrete, work that comes with a specification and wants a certificate of analysis, export, and any project large enough to run across several consignments. There, one out-of-spec load costs more than the price difference.
A working rule: if somebody is asking you for a datasheet, buy industrial aggregate. If nobody is asking and the material is not carrying load, local pumice will probably come out cheaper.