Standard Anchored Wall Provision
When a rock mass shear strength (S m) is noted in the plans, analyze piles using the equation shown in Figure 3.11.5.6-2 of the AASHTO LRFD specifications to calculate the passive resistance of the rock (̅ P p ). Use a maximum H-pile spacing of 10 ft and drilled-in piles unless noted otherwise in the plans. ................
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