How the quartzite and limestone will behave in the Dam construction layer wise, if the quartzite have more UCS but is flaky and elongated upon blasting from Quarry Site and Limestone has less UCS but is rounded and behave well under Vibro/static Rollar compaction as compared to quartzite?
With the right machines I think it should not be a prbolem to compact that material. You have to avoid that the single quatzite and limestone aggregates are too big. Perhaps they have to crushed before you try to compact them.
Perhaps build a small test field and measure the compaction grades in different scenarios.
Dear ungewitter thankyou for usefull response.i was a bit specific and looking for a research or literature for the comparison of both in field and lab testing already done by any researcher.Anyhow ,thankyou for the feedback.
- Badges
- Science topic
- Similar topics
- Books