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Recent content by Adeclue
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Solutions to mitigate settlement (Total & Differential) caused by deep fills.
I am working on a roadway/bridge project that has a extremely variable subsurface profile across the site that will be seeing anywhere from 30-50 feet of fill. The general subsurface profile looks like this 0-10 feet. High-plastic clays (LL-60-75) some rock 10-25to40 feet (variable thickness)...- Adeclue
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- Replies: 5
- Forum: Geotechnical engineering general discussion
