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First off- account for drainage. I worked on a crew adding re-bar-reinforced concrete pilings to a concrete retaining wall in an Atlanta neighborhood filled with million dollar homes. The soil went right up against the retaining wall without any rock or other aggregate to help drain away any rainfall. We had to come in and drill a series of forty foot holes with about a foot diameter at an angle of 30 below horizontal. We then inserted threaded re-bar to the bottom of each hole and filled with concrete until it overflowed. After the concrete would set, we used a hydraulic jack and nut and pulled the re-bar tight against an iron plate on the outside of the wall; alternating tightening the nut, extending the jack, tightening the nut, and so on. Then we filled the holes to the top with more concrete.

Lesson- build it right the first time or it's going to be a pain in the rear later on.

Account for the type of soil and how it drains/retains water in order to determine the proper method and amount of aggregate necessary for the wall in question.

Then, depending on the size of the wall, use a re-bar reinforcement grid as a skeleton. Reference a structural engineering manual for the needed qualities.

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Q: How do you design a piling wall reinforced concrete type retaining wall to hold soil?
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