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<br /> <br />area revegetated. If the stockpile cannot be removed, analysis should be perfon <br />potential slippage along the original soil interface. This will require drilling and <br />interface material, determination of the internal friction angle, and evaluation of <br />plane. The considerations for stability are that the stockpile should be stable for tl <br />to evaluate the <br />of the soil <br />along this <br />of years. <br />-. <br />