Tricky Dicky Wrote in message:
Think L shape sections with the "foot"/footings facing away from
the retained slope, with rebar running from the footings up
through the retaining wall structure. Plenty of concrete around d
the rebar of course...

It?s actually the opposite. The L of the footings should face into the slope so that the backfill exerts a downward force on it to keep the wall upright.

Richard


Either is valid.
--
Jimk


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