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  1. CivilEng_1stopshop

    Cantilever Abutment Retaining Wall founded on Bedrock - Lateral Earth Pressure Question

    Thank you all for the responses!
  2. CivilEng_1stopshop

    Cantilever Abutment Retaining Wall founded on Bedrock - Lateral Earth Pressure Question

    I am designing a concrete abutment where the footer shall be completely keyed into solid bedrock. My question is - can I reduce the wall height dimension used to compute the horizontal earth pressure and live load surcharge forces acting on the wall to just be from top of wall to top of footer...

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