Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

  • Congratulations SSS148 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 adtgeo

  1. adtgeo

    k_rm values for l-pile analysis of weak rock

    My experience with the k_rm (and the e50 in the clay models, for that matter) is that they do not affect the results very much. Typically, I find that changing the k_rm value affects the result far less than other uncertainties within the analysis. Hence, I often use the default values selected...

Part and Inventory Search