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  1. geochris

    Phi and C of Diabase material by Hoek Brown Failure Criterion

    First Time Poster here! Please bear with me. I am evaluating a small roadway re-alignment project involving a rock cut slope in predominantly diabase material (and ophiolitic material). Length of cut is approximately 200 feet, max depth of cut will be ~8 ft horizontally, with a max slope...

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