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GEOTECHNICAL ENGINEERING DO NOT ROUND OFF IN BETWEEN SOLUTIONS NEED ASAP PLEASE

Posted: Mon Apr 25, 2022 8:57 am
by answerhappygod
GEOTECHNICAL ENGINEERING
DO NOT ROUND OFF IN BETWEEN SOLUTIONS
NEED ASAP PLEASE
Geotechnical Engineering Do Not Round Off In Between Solutions Need Asap Please 1
Geotechnical Engineering Do Not Round Off In Between Solutions Need Asap Please 1 (20.09 KiB) Viewed 51 times
A dry sand 51 m thick has an in-situ dry unit weight of 13 kN/m^3. Using vibroflotation, the surface settled by 0.5 m The relative density of the sand after this compaction technique yields 85%. If the dry unit weight of this dry sand in the loosest state is 10.8 kN/m^3. Determine: 1. The dry unit weight in kN/m^3 after vibroflotation (2 decimal places) 2. The dry unit weight in kN/m^3 at the densest state (2 decimal places) 3. Maximum possible settlement in meters of the surface under ideal compaction (2 decimal places)