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  1. dsharp

    Earth Pressure for Temporary Shoring

    Thanks for the responses. Good information. I plan to share info with other designers to validate my concern of the cantilever wall in this application. I do have another question, however. I would like to stipulate in the technical specificaitons that the Contractor pay special attention to...
  2. dsharp

    Earth Pressure for Temporary Shoring

    I am involved with the design of a temporary shoring project that will allow for the construction of a new building with a basement that is to be located adjacent to an existing building without a basement. The excavation will range from 10 to 14 feet below grade (7-11 feet below the existing...

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