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  1. CED

    Stability of Reservoir Bank

    Hello. I've got an interesting slope issue dealing with a bank along a reservoir. Here's the background: Our firm has a client who is proposing to develop a flat plateau that overlooks a reservoir to one side and a ravine to the other. The slope along the reservoir ranges from 20 to 30...
  2. CED

    Hydrovac excavated pile capacity

    Hello. Could anyone direct me to papers or documents with info on how to determine friction/bearing capacities for piles advanced using hydrovac excavating? Any links or direction would be greatly appreciated. Thanks, Corey Dale cdale_shelbyeng@hotmail.com

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