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  1. galsenstruct

    Wall Friction Angle (delta) for passive pressure calculation for soldier pile walls

    In using Caquot and Kerisel method to estimate passive earth pressure coefficient Kp (AASHTO Fig 3.11.5.4-2), for the special case of soldier pile and lagging wall (drilled shaft / H-pile), is it more prudent to ignore wall friction? I would like the opinions of the more experience engineers...

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