Hey all, we all have seen recommendations like remove a foot or two underneath the proposed footing level and replace it with crushed stone bridge lift. Can someone explain me as to why we do that when we run the settlement analysis with the original soil profile. Does anyone think that the stone is heavier than the native soil and cause the settlement of the soil underneath. May be I am thinking wild. but let me know your thoughts.
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.
Version control is neither a new concept or a new software feature. But with the explosion of digital information, thereâ€™s an even greater need for tight control and management of documents and data. Download Now