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  1. OAPE

    Mikola/Sitar 2013

    Hello-- When using the Mikola/Sitar 2013 additional resultant dynamic active thrust. ΔPae= khyH2, kh = larger of 0.375(Sds/2.5) or 0.375(PGA). Do you use the dry unit weight or assume worst case saturated unit weight? Thanks--
  2. OAPE

    Geotechnical Work as CE

    I have been doing geotechnical work for 10 years and I have my CE. I recently started my own civil company and have been doing a lot of geotechnical work cause I'm known for it, so I get more of it. I am doing geotechnical reports and stamping them with my civil stamp. Under the current law...
  3. OAPE

    Cast In Place Concrete Retaining Wall With Piers

    Hello-- I have a project coming up where I will be replacing a cast-in-place retaining wall that is failing. The wall will be 10 feet at the highest point. I am somewhat new to cast-in-place walls on piers so any advice would be greatly appreciated. I have done some preliminary modeling and...

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