My back hurts...
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Retaining Wall
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Originally posted by Chad_E View PostOnce. Wasn't too bad, luckily. However, last night, I caught my toe with the tamper. That did not feel good! My two girls were supervising at the time. They were exposed to a few new words I'm afraid...
The wall looks great, BTW.
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I've watched one of his videos before. There are a few differences between the type of block he is using (marketing) and Pavestone. Nothing wrong with it, looks to be a great product, but also designed for a different level of wall. Additionally, the pyramid method looks great (and expensive use of block). At minute 16 he discribes the fact that he has done a double pyramid method where he gets to a certain height with one pyramid, then uses compacted backfill to the level of his first pyramid and starts a second.
The soil I'm digging into is not native material, it is actually select fill that was placed for my house foundation. It was placed in lifts, moisture conditioned and compacted in accordance with the geotechnical report I had prepared for the house. The surface material doesn't look all that compacted because of construction activities, but it's hard as a woodpeckers beak once you get past the surface. Trust me, me and my pickaxe are well acquainted. Ultimately, I'm not too worried about my steps shifting all that much. Only time will truly tell if I'm wrong.
This is basically the setup I'm trying to replicate. Only difference is I'll need to add some sort of tread material to the top of the exposed blocks. I'm thinking of buying some flagstone and using the same construction adhesive I'm using now to glue it down after cutting it to shape.
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Originally posted by AlaskaFlyerFan View PostOnly a few? You obviously don’t know how to use a tamper efficiently!!
The wall looks great, BTW.
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Originally posted by Chad_E View PostIf the wall were taller or closer to bearing the load of the porches or carport, yes. At its tallest, the wall is only going to be retaining ~24". The load the wall supports radiates upwards at a 45 degree angle from its base. Therefore, it is supporting the dirt set 24-30" back behind the wall. The porches & carport are 5-6' or more back from the wall depending on where along the wall you measure.
The design of this particular wall includes ~1" lip on the back of each block which locks it to the block below it. There is at least one block below ground level for the length of the wall to keep the wall from "sliding" forward and to be the anchor for the stones above.
I'll say this. If the wall would have been 4' tall or carried a larger dead load (been closer to the porches), I certainly would have had at least one, if not two layers of geogrid tied back into the soil behind it to help support the load.
Nailed it
Looks good!
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