Hello!

I have a question about casting a retaining wall in two stages instead of one. The reason is that it will be a bit easier to cast the standing part if the lying part is already done.

The length of the wall is 30 meters in total, and the height is 1.2 meters. Above the wall, there will be a sloping according to the picture. The wall is cast as an L-support to be able to take up loads as intended.

Hand-drawn diagram of an L-shaped retaining wall with measurements, showing potential weak points and labeled areas for gravel, soil, and stones.

First, I build a mold that is basically just a frame and set bent rebar.
Sketch of a retaining wall with L-shaped footings and rebar, highlighting possible weak points and construction stages, including sloped upper section.

Then I place a reinforcement mesh in the middle.
Sketch of a retaining wall showing the base with reinforcement bars and a highlighted area indicating a potential weak point.

Then, I attach the reinforcement mesh approximately 0.5 meters up on the rebar that sticks up.
Hand-drawn diagram of a retaining wall, with L-support structure, showing rebar placement and highlighting a potential weak point for further reinforcement.

Then I cast.
Sketch of a retaining wall with reinforcement bars extending upwards, illustrating the proposed construction. Wavy lines indicate potential stress points.

Afterwards, I form, set the reinforcement mesh completely up, and cast the standing part. As you can see in the picture, I have pointed out where I ASSUME there will be a weak point. It is this weak point I am concerned about (I also assume that water will come there and erode that part over time).
Sketch of a retaining wall in L-shape with highlighted weak point; question mark notes a potential weak joint area; includes reinforcement details.

As a reinforcement, could one have several rebars going from the base up and attaching to the rebar in the standing part!?
Sketch of a retaining wall with an arrow indicating a weak point. The wall has vertical and horizontal reinforcement bars, labeled "svag skarv?

Is the weak point in the wall something to be worried about? What are your thoughts?
 
It is suggested that you cast a plinth in the inner corner and place an extra reinforcing bar there that you tie to the bent reinforcing bars. As you point out, this is where there will be large tensile stresses.
 
The easiest way is probably to use ready-made L-stöd.
 
P petterovski said:
But the easiest thing is probably to use ready-made L-supports.
Thanks for the reply!
Do you have the possibility to draw a little picture of what you mean by klack!?

I plan to cast in colored concrete and with pattern matrix. That's why I want to minimize all other steps to make it as good as possible.
 
Black lines represent concrete, and red lines depict reinforcement in a simple paint sketch with notes indicating where to secure reinforcement.
Apologizing in advance for my very poor paint sketch. Black color=concrete, red color=reinforcement.
 
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In principle, you could do as in your last picture, the problem with that solution is that the reinforcement will rust since it is not in the concrete. The reinforcement must be in the concrete, with sufficient cover layer, otherwise, it will rust.
 
P petterovski said:
You could basically do as in your last picture, the problem with that solution is that the reinforcement will rust as it is not within the concrete. The reinforcement must be within the concrete with sufficient covering, otherwise it will rust.
Thank you very much for your responses and your fine picture!

What I'm thinking is to place the reinforcement rods outside the concrete and paint them with tectyl.
Yes, that nudge in the joint is usually seen on factory-made L-supports.
 
Hello!

I have cast an L-wall to be able to fill up the ground around the front of the house. About 90cm high and 15m long.
Now I have been thinking for a long time about how to insulate the wall from the soil masses.

Is a classic Platon mat enough?
 
Huddingebo Huddingebo said:
Hello!

I have cast an L-shaped wall to be able to fill up the ground around the house at the front. About 90cm high and 15m long.
I have been thinking for a long time about how to insulate the wall from the soil masses.

Is a classic platon mat enough?
Yes, that should be enough. Just make sure to have drainage at the bottom to lead away the water.
 
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I'm going to lay down 110 drainage with fabric inside. Even though the ground is bone-dry and mostly consists of gravel and sand.

Is it mostly platon that's usually used? Or are there alternatives?
 
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