daviv
Civil/Environmental
- Feb 1, 2010
- 20
The project calls for a retaining wall to be build around a building (See detail). The contractor will remove the concrete pavement and excavate to the sub-grade. The question is "can the retaining wall be poured on the undisturbed sub grade or it needs to be proof compacted. If it does, what percentage should it be compacted to? 90%?
[URL unfurl="true"]https://res.cloudinary.com/engineering-com/image/upload/v1550261070/tips/Wall_Details_fb5pfe.pdf[/url]
[URL unfurl="true"]https://res.cloudinary.com/engineering-com/image/upload/v1550261070/tips/Wall_Details_fb5pfe.pdf[/url]