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  1. ColonelForbin

    Horiz Subgrade Question in Fininte Element Model for Soldier Pile Wall

    I am Trying to use CWALSSI (non-linear finite element soil-structure interaction software by Corp of Eng.) to model a post and panel wall. Since the program uses a 1 foot trib width, all section properties are in "per foot of wall" basis. I followed the PileBuck (or CalTrans) method...

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