DO NOT ROUND OFF IN BETWEEN SOLUTIONS
NEED ASAP PLEASE
- Geotechnical Engineering Do Not Round Off In Between Solutions Need Asap Please 1 (20.09 KiB) Viewed 39 times
GEOTECHNICAL ENGINEERING DO NOT ROUND OFF IN BETWEEN SOLUTIONS NEED ASAP PLEASE
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answerhappygod
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GEOTECHNICAL ENGINEERING DO NOT ROUND OFF IN BETWEEN SOLUTIONS NEED ASAP PLEASE
GEOTECHNICAL ENGINEERING
DO NOT ROUND OFF IN BETWEEN SOLUTIONS
NEED ASAP PLEASE
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)
DO NOT ROUND OFF IN BETWEEN SOLUTIONS
NEED ASAP PLEASE
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)