Jun 15, 2011 #1 geoeng26 Geotechnical Jun 15, 2011 1 When calculating the CSR for liquefaction settlement, do you use the normal and total stress after excavation (post-construction) or before excavation?
When calculating the CSR for liquefaction settlement, do you use the normal and total stress after excavation (post-construction) or before excavation?
Jul 11, 2011 #2 dgillette Geotechnical May 5, 2005 1,027 Seems you would use whatever stress condition is there at the time of the earthquake. At least in theory, (N1)60cs shouldn't change much due to unloading by excavation. Upvote 0 Downvote
Seems you would use whatever stress condition is there at the time of the earthquake. At least in theory, (N1)60cs shouldn't change much due to unloading by excavation.
