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but the unique thing is the bore pile using only half reinforcement for each pile (the other half space below filled with usual normal concrete mixture) e.g: the depth is 30m, but the reinforcement only 15m length and the other 15m filled with concrete without reinforcement.

how do anyone suggest it? what can i include in my report to differ the normal bore pile with this half reinforcement bore pile? i mean with clear differences.
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