dirtsqueezer
Geotechnical
- Jan 29, 2002
- 269
I had a question. I've seen specs that call out 90% compaction below a certain depth, say 2', for a trench or roadway(95% on top). I am under the impression that this assumes the sphere of influence does not go below this depth, or somesuch. Isn't it the case, wouldn't that 90% compacted material settle over time(especially if your trench is deep), making your 10' wide excavation rip up the pavement someday in the future? What is the purpose for compacting less than 95%? What's the deal?
Thanks.