Specification: Soldier Pile and Lagging Wall Design
Nov 27, 2019 · between the soldier piles and traffic loading is less than or equal to half the retained height (the depth between the pile head and Design Grade), also apply an (unfactored) vehicular live load surcharge (LS) to the soldier piles equal to two feet of soil with a unit weight γ. s. = 125 pcf, per AASHTO LRFD Bridge Design Specifications, Article 3.11.6.4. ................
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