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CIVIL--GEOTECH--PASS

On 6MS second edition, #86: Why do we ignore the passive pressure for determining the pivot point of a anchored flexible bulkhead? The passive pressure is large.. That does not seem sensible.. Can someone please clarify why? Thank you. -Bruce

SMS 70: Why is the 60 degree method used to evaluate a pressure distribution Area of Influence from a point (2/3)(Length of Pile group) rather than the 2:1 methods for calculating the consolidation at the mid point for clay layer for a Pile group? Thank you.