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    Retention wall/slope stabily - critical point evaluation

    Excuse guys, I've seen now the notification. I'll provide Fotos tomorrow. Just a note: it's not properly a cantilever, it's wall composed of massive blocks, where you can walk inside, like 4m wide and 8m tall. Anyways, I've analyzed better the geometric datapoints and the behavior of the wall...
  2. S

    Retention wall/slope stabily - critical point evaluation

    Hi people, This is the first post on the forum, hopefully I'm in the right place. I'd have a question regarding the stability of a slope + retention wall system. Basically there's a cantilever wall built on the upper part of a slope. This was built decades ago on a not optimally consolidated...

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