What is the difference between mv for settlement calcs and the Cc/1+e0 & Cr/1+e0 method? Is mv used for normally consolidated soils and the latter used when there has been some OCR effects and a preconol pressure? Any clarifications would be great
Red Flag Submitted
Thank you for helping keep Eng-Tips Forums free from inappropriate posts. The Eng-Tips staff will check this out and take appropriate action.
Reply To This Thread
Posting in the Eng-Tips forums is a member-only feature.