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How many piles should be set aside at the begining, to be used for load tests before the execution phase of the construction of the Deep Foundations?

On a Concrete retaining wall, the contraction joints should it be filled with expansion joint material or left open? Could we use brick mortor instead of the expansion joint material?

I have a concrete retaining wall with brick veneer. I am trying to detail the vertical contraction joint. The bricks are pinned to the concrete wall using dovetail anchors. Should the bricks overlap the concrte wall joint.