Test of retaining walls!

Discussion in 'Hardscaping' started by DVS Hardscaper, Oct 29, 2012.

  1. DVS Hardscaper

    DVS Hardscaper LawnSite Fanatic
    Posts: 6,406

    This hurrycaine is gonna be the test of everybody's retaining walls.

    And it's gonna generate new work as old walls may collapse.


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  2. PaperCutter

    PaperCutter LawnSite Bronze Member
    Posts: 1,938

    DVS, you have an optimistic streak a mile wide.
     
  3. alldayrj

    alldayrj LawnSite Gold Member
    Posts: 3,762

    I'm just hoping some trees drop and take some concrete and brick with them. Then people get a nice fate insurance check and we go to work
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  4. BradLewisLawnCare

    BradLewisLawnCare LawnSite Senior Member
    Posts: 279

    geez, shooting for the stars down there aren't you. I'm trying to sling some fire wood and maybe cut up a couple branches.... You guys should get it worse though.
     
  5. italianstallion69

    italianstallion69 LawnSite Member
    Posts: 108

    4' wide drainage column in every wall we build. im not worried!
     
  6. all ferris

    all ferris LawnSite Bronze Member
    Posts: 1,307

    Not to pat myself on the back or anything but I had a sea wall I built take 10" of rain in 8 hours. The lake was up 2' over top of the wall (5' above normal pool). The wall never moved but but there was a "mud slide" that went over the wall and made a huge mess.

    They were very lucky the the dam didn't break on the lake
     
  7. italianstallion69

    italianstallion69 LawnSite Member
    Posts: 108

    personally i dont think versa lok are up to the job they claim to be. look at all the 50-100 year old masonry walls that are tilted from excess forces on them.

    if you do alot of versa lok, you know that you can get higher #s + shorter geogrid with 2a in the backfill zone versus soil, but this is dumb, how much does wet soil weigh vs dry soil? almost double. wet stone vs dry stone, almost no difference

    so 2A gives you higher compaction #s = more friction force but when the soil behind it gets wet and doubles in weight, the stone does not. Personally i like a 12-24" soil layer on top of drainage column on the upper layer of grid to put some weight on it.
     

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