clayR
Geotechnical
- Nov 26, 2002
- 30
Hello,
I'm looking at using slag cement and portland blend stabilized with bentonite for the purpose of backfilling an abondoned utility.
What is the best ratio between slag/portland?
My mix water will be at about 6% bentonite by wt of water, and I'm thinking a 2:1 water/slag+portland should give the 200 psi at 56 days? Does anyone have experience with a mix like this? clay
I'm looking at using slag cement and portland blend stabilized with bentonite for the purpose of backfilling an abondoned utility.
What is the best ratio between slag/portland?
My mix water will be at about 6% bentonite by wt of water, and I'm thinking a 2:1 water/slag+portland should give the 200 psi at 56 days? Does anyone have experience with a mix like this? clay