pelelo
Geotechnical
- Aug 10, 2009
- 357
I am working on a Dam project in which fine and coarse filter layers will be placed.
The contractor, nearby the area, has a huge stockpile of rounded aggregates (from a river around the project). Engineering team decided to test aggregates, once they got crushed, in order to verify the Acid Reactivity percentage of the limestone portion.
According to results, there were more than 30 reactive particles (from a 20 grams sample), so these aggreates will not be allowed to be used as fine and coarse filter for the dam.
I was wondering, if anyone knows any reference which could provide an improvement of these aggregates to somehow reduce the acid reactivity level of the limestone portion. Probably by adding something.
Please let me know,
Thanks
The contractor, nearby the area, has a huge stockpile of rounded aggregates (from a river around the project). Engineering team decided to test aggregates, once they got crushed, in order to verify the Acid Reactivity percentage of the limestone portion.
According to results, there were more than 30 reactive particles (from a 20 grams sample), so these aggreates will not be allowed to be used as fine and coarse filter for the dam.
I was wondering, if anyone knows any reference which could provide an improvement of these aggregates to somehow reduce the acid reactivity level of the limestone portion. Probably by adding something.
Please let me know,
Thanks