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  1. Chech22

    SOE using slope stabilization methods?

    I am an experienced geo-structural engineer who is considering the use of soil stabilization methods for SOE. In my area, we have recieved quite a few SOE designs that have very similar conditions: 15ft Excavation Palisades Diabase rock at 15ft Glacial till (silty sand/sandy silt/Fill/Not very...

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