DO NOT ROUND OFF IN BETWEEN SOLUTIONS
NEED ASAP PLEASE
- Geotechnical Engineering Do Not Round Off In Between Solutions Need Asap Please 1 (39.07 KiB) Viewed 33 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
Following are the results of a field unit weight determination test performed by means of sand-cone method. If maximum dry unit weight is 20 kN/m^3, Determine Calibrated Dry Density of Sand 1731 kg/m^3 Mass of jar + cone + sand (before use) 6.08 kg Mass of jar + cone + sand (after use) 2.86 kg Mass of moist soil from the hole 3.34 kg Volume of Sand Filling the Cone 3.50x10^-4 m3 Oven-Drying for Water Content Determination: Mass of Moist Soil + Container 70 9 Mass of Dry Soil + Container 65 9 Mass of Container 24 g 1. Volume of soil in the hole in m^3. (in SCIENTIFIC notation and in 2 decimal places) 2. Field Dry Unit Weight in kN/m^3 (in 2 decimal places) 3. Relative Compaction (in PERCENTAGE form and in 2 decimal places)
DO NOT ROUND OFF IN BETWEEN SOLUTIONS
NEED ASAP PLEASE
Following are the results of a field unit weight determination test performed by means of sand-cone method. If maximum dry unit weight is 20 kN/m^3, Determine Calibrated Dry Density of Sand 1731 kg/m^3 Mass of jar + cone + sand (before use) 6.08 kg Mass of jar + cone + sand (after use) 2.86 kg Mass of moist soil from the hole 3.34 kg Volume of Sand Filling the Cone 3.50x10^-4 m3 Oven-Drying for Water Content Determination: Mass of Moist Soil + Container 70 9 Mass of Dry Soil + Container 65 9 Mass of Container 24 g 1. Volume of soil in the hole in m^3. (in SCIENTIFIC notation and in 2 decimal places) 2. Field Dry Unit Weight in kN/m^3 (in 2 decimal places) 3. Relative Compaction (in PERCENTAGE form and in 2 decimal places)