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I keep being told that ‘single size stone backfill is self-compacting’. Do they mean ‘single size backfill requires no compaction’, is there a subtle difference between the two phrases?
What I specifically need to know is that if the surround material is “clean, single size angular granular material from within the range 20mm to 70mm”, what settlement is there likely to be, I need to traffic over it.
If the installation (perforated pipe, wrapped in geotextile) is within the single size material, within a prepared trench, does the backfill ‘compact’ in a way that minimizes settlement?
The generally accepted answers to french drain questions around here, if I recall, fall in two categories:
Use a washed uniformly graded aggregate and wrap the whole thing in permeable geotextile filter fabric, or
Use clean, washed sand, and no filter fabric.
Professionally I’ve always seen/used option 1, but someone else made a very compelling argument for option 2 last time around, and I’ve been considering specifying that for my next job requiring a french drain, to see how it works.