Sandstone boulder wall

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I'm unclear where the house slab is located.
Is it 1.5m away from the top of the wall or 1.5m away from the base of the wall ?
If it's on top it's a surcharge load for your wall, I hope you've sought professional advice.
If it's at the base, one issue will be keeping water from the pavers and such around your house away from the base of the wall to avoid saturation of the wall's foundation.ian
  • 7th November 2006, 02:27 PM
    ownerbuilder
    Quote:

    Originally Posted by ian View Post
    Sorry to be a Cassandra, but your wall is not free standing.
    A free standing wall would be a stone fence. You're describing a retaining wall.I'm unclear where the house slab is located.

    Yes, you're right - wrong use of terminology on my part!

    Quote:

    Originally Posted by ian View Post
    Is it 1.5m away from the top of the wall or 1.5m away from the base of the wall ? If it's on top it's a surcharge load for your wall, I hope you've sought professional advice.

    From base of wall.

    Quote:

    Originally Posted by ian View Post
    If it's at the base, one issue will be keeping water from the pavers and such around your house away from the base of the wall to avoid saturation of the wall's foundation.[/list]ian

    Yes, that's my concern. The retaining wall has now been built and the certifier has said it is sound and has passed the inspection. As you've mentioned, we'll just have to make sure the paved/concreted patio area next to the house foundation is properly drained. The retaining wall extends along the sides of the property for about 3/4 of the length of the house. If you have any advice on further steps we can take to improve the drainage, that would be appreciated.
  • 7th November 2006, 03:04 PM
    Bleedin Thumb
    I know this is all a bit too late but what you are building is called a gravity wall. As the blocks are not tied into each other the walls strenght is derived from its own weight and the friction created between the stones is greater than the forces exerted by the backfill/hydrostatic pressure.

    Because the wall is not tied together a footing is not required to provide structural resistance to prevent the wall from toppling over and the gravel footing just is a bedding layer.

    If I get the picture right, you have a concrete slab 1.5m away from your wall you shouldn't have a problem with water getting into the slab.
    1. Use 32mpa for the slab ..it helps with waterproofing
    2. If your really concerned get the concretor to add Xipex to concrete (expensive)
    3. Place a dish drain at the base of the wall to pickup runn off.
    4. Place a vertical "Atlantis" agg type drain at the edge of the slab to act as a membrane