Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

Register Log in
  • Congratulations KootK on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!

Recent content by JuanOrtiz

  1. JuanOrtiz

    Heave analysis on "I" wall

    Thanks for the response and the link. The berm is continuous on the protected side. There is no berm on the flood side. I was asked to look at heave, but I don't think that it is an applicable mode of failure. I assume that the water on the flood side would be causing the "heave" on the...
  2. JuanOrtiz

    Heave analysis on "I" wall

    I am analyzing an "I" wall with sheet pile material and a berm on one side to be used as flood protection. The elevation of the berm on the protected side is 4', the top of the elevation of the sheet pile is 10 ft. The assumed elevation of the water on the flood side is also 10 ft. The depth...
See more

Part and Inventory Search

Back
Top Bottom