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  • Users: AlanCT
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  1. AlanCT

    Rowe's Moment Reduction

    For anybody that replies to my previous questions, the wall is anchored only one tier towards the top and is a 30 foot excavation. Piles are embedded 22 feet.
  2. AlanCT

    Moment Reduction in Tied Back Soldier Pile Walls

    Has anybody ever applied Rowes Moment Reduction Formula for a closely spaced (3'-8" to be specific)tied back 14" HP soldier pile (w/lagging) wall. If so, do you know of a specific reference that allows one to do so? Thank you in advance

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