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Recent content by mmh

  1. mmh

    Design by rule of thumb

    Active pressure behind retaining wall in kN/m2 is: For dry soil = 5 times depth below surface in m For saturated soil = 15 times depth below surface in m
  2. mmh

    URETEK Deep Injection

    Has anyone used the URETEK Deep Injection method to improve ground conditions under existing concrete footings/pads/rafts and is the method successful?
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