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  1. TrisM

    Passive friction for soldier piles

    Thanks RFreund I think I will ignore the friction between the pile and the soil then. My understanding of Broms original theory for short piles in cohesionless soils is that the point of rotation is about the base. For the equilibrium method the point of rotation is calculated to balance...
  2. TrisM

    Passive friction for soldier piles

    Hi all I have been engaged to design 4km of soldier pile wall ranging from 0.2m to 2.4m high. Due to the length of the wall I would like to make sure I am not being unnecessarily conservative in the design. The walls will be founded in class 1 clay fill in a new residential estate. The typical...
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