Jan 14, 2008 #1 Geola Geotechnical Joined Nov 14, 2007 Messages 11 Location US Anybody knows how to determine e2 in Equation (5)or sigma2 of ASTM D 4546 Method C for calculation of percent settlement(Negative percent heave)? Looks weird for me. Thank you!
Anybody knows how to determine e2 in Equation (5)or sigma2 of ASTM D 4546 Method C for calculation of percent settlement(Negative percent heave)? Looks weird for me. Thank you!