Nov 26, 2010 #1 QC73 Civil/Environmental Joined Nov 12, 2010 Messages 3 Location CA We are backfilling a cast in place culvert with 6" minus material. It's mostly rock with some fines. No silt. Is there an issue with frost? The temprature of material is -10C.
We are backfilling a cast in place culvert with 6" minus material. It's mostly rock with some fines. No silt. Is there an issue with frost? The temprature of material is -10C.
Nov 26, 2010 #2 Ron Structural Joined Sep 24, 1999 Messages 16,336 Location US Not as much an issue with frost as with lateral ravelling. Lots of voids that can be filled in there...not a great idea. Upvote 0 Downvote
Not as much an issue with frost as with lateral ravelling. Lots of voids that can be filled in there...not a great idea.
Nov 26, 2010 #3 cvg Civil/Environmental Joined Dec 16, 1999 Messages 6,868 Location US stick with sand and gravels, recommend 3" minus or smaller. 6" is too large. If your subgrade is frozen, expect potential settlement in the spring Upvote 0 Downvote
stick with sand and gravels, recommend 3" minus or smaller. 6" is too large. If your subgrade is frozen, expect potential settlement in the spring