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  1. bbac

    I am designing MSEW wall. The wall

    MTNClimber (Geotechnical):As you said im checking internal,external stability,global stability.For internal stability for rupture and pullout, i prepared an excel spread sheet calculation, assuming Rankines failure plane. The software which the supplier is using doesnot include check for each...
  2. bbac

    I am designing MSEW wall. The wall

    Thank you all for your answer.Actually i am not a designer myself but im reviewing the design from a supplier. Mistakenly i wrote earlier that i am designing.. The software which the supplier uses works on the concept of slope stability to check the internal stability. All the slip surfaces...
  3. bbac

    I am designing MSEW wall. The wall

    I am designing MSEW wall. The wall has slope of 6 degrees with vertical and it has 20m height, and a 2m wide berm at 10m depth. I am checking External stability, Global stability and internal stability. I use a slope stability program for checking global stability. Is it sufficient to use slope...
  4. bbac

    Design of geogrid reinforced earth wall for highway embankment

    This is for wall MSEW.
  5. bbac

    Design of geogrid reinforced earth wall for highway embankment

    For the design of geogrid reinforced earth walls, the maximum vertical spacing of geogrids is limited to 800mm in FHWA/AASHTO. There is no such limitations in BS code 8006-1:2010.When the design is carried out for reinforced earth structure with gabion box facing and secondary reinforcement...

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